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BU P2016 - 00242 A B C D E I F G1 H 1 3553 SW PACFIC HWYRECEIV o z0 NOV 10 2016 (' CITYOFTIGARI) J I o 1 BUILDING DIVISION V o p NEW CONSTRUCTION - SINGLE STORY COMMERCIAL RETAIL W LL. , o TIGARD, OREGON a o N a H0 U 0 Q co , w O �o` __ __- 0 VICINITY MAP PROJECT CONTACTS2 r OWNER / APPLICANT: DESIGN PROFESSIONAL: U pR TIM HORST / FAST LINE OIL CHANGE LLC co EMERIO DESIGN, LLC P.O. BOX 230764 8285 SW NIMBUS AVE, SUITE 180 I TIGARD, OR 97281 BEAVERTON, OR 97008 'REAvERton �' PORTLAND PHONE: (503) 310 4776 CONTACT: ANNE MARIE SKINNER 2 ) P: (971) 330-1129 POSSIBLE SANITARY `5j 4 CITYOF?IGARD SEWER STUB � ( REVIEWED FOR CODE COMI'LiANCB �o (1 ►aLwauEaE SURVEYOR: Approtedi f L!'- L\0c c5 1 �� __ c SITE ori lir III EMERIO DESIGN, LLC t ��� �' .,j� 1 TIGARD 3rT T Perms#: a -a' G �►�`\:a_ - c' - ,,, • 8285 SW NIMBUS AVE, SUITE 180 et. ��� = / BEAVERTON, OR 97008 Address • ° W ® �'V ' / y J wKEosweco CONTACT: KING PHELPS Suits W I -44IN 6. kit ,// , 44 \t .j ,• • tRH{ PHONE: (503) 746-8812 ,/ O ;• la}ne cm : By: DatC. O SCOPE W s .yn' ® ���� % ` lt _ --ua ''- rt+ CO i ® / 1 RNERG,RO'{}VE , �/ tip i i i 1 „^' ALAYIN ■i Ti II r- i�/ /%.���� y� " i.a `" ONCE COPY W o.I �o�trer-t-b,... �� ER,Kaoo SITE DATA •••••••• west atm ..raroro s.•o, •••••••••• ••,, ii ►- ♦♦ SITE:E5:1o ;:: PACIFIC HWY, TIGARD, OREGON 97223 WlLSONYSLLE _ ..,.. Mlefr BLDG AREA: 2,997 S.F. N ' Xk IlilIlllll �' ' LANDSCAPE AREA: 3,926 SF. SITE LANDSCAPE 9 = 33© ® 7 4 / /4t SITE MAP PnETAIL STORE/ .// - :•I ii AgFlC HEY it 111:::...888NNN += _ {t `"11GARD '� V) N CWNTY, . /f �►; .,, ;.»40 I�j �� BENCH MARK INFORMATION ZON +. i�'�>V�� o ' PLU/ 9700 ��� `I1 � s✓rw750 S.F. ELEVATIONS AND CONTOURS AND DATUM FOR THIS SURVEY IS BASED UPON WASHINGTONZN; COUNTY BENCHMARK NO. 949 ELEVATION=269.59 WASHINGTONCOUNTYDATUM. o z 1� N tr 7_.______ W p Wky, p.•r WV.(AVATAYAW# rrirri. dr ------- 7- __ y` ` •T 71 1 . -4 Wdr.wrru. ,,,,/,/ CZ ,1 coirarvppiri � 9 "�;., a.. .v. ' � O dppumv Q-r ast Uv......s.xo, ♦O .rPOi 4 SITE SCHEDULE OF DRAWINGS iiii. „, .pvpr1POOi .. �/ as{60VU.urO• � .� • C CO ,.❖orr.o❖.••McV%❖.c❖.. " O NO CHANGE THIS SHEET a z o o N• NEW OR REVISED SHEET `` " " �\° "'tt Q \ ��'I DEFERRED " " ED Ai &. p1roSprinkkto zo wre)i \ D ' Q „ �, ` F7roAisrm J r L ti O_ �] O N W g '1 ft 7 till _ __. Electrical .+- o O p N P ® ft/ , /$y/�G Yruss Enginering Shop Drawingsco�,`j Ci �st>tha a o®► a4 ®� T 111 1.� / • , G`Z'' Sheet Sheet Title Q Q y ` CI) Lo 0 o c �,, ♦� NOTICE TO EXCAVATORS: 0.0 COVER SHEET • • • o z Loth c -17 ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW o J M ••° w 4 RULESADOPTEDBY THEOREGON Ul1UTYNOTIFICATION1.0 EXISTING CONDITIONS MAP • CO n ca o N / pr .' CENTER. THOSE RULES ARE SET FORTH IN OAR 1.1 SITE DEVELOPMENT PLAN • • ` > o 0 CY U ' ./ St . 952-001-0010 THROUGH OAR 952-001-0090. YOU PI' "'o o MAY OBTAIN COPIES OF THE RULES BY CALLING THE 1.2 UTILITIES AND PRELIMINARY STORM DRAINAGE PLAN • 4 = zp o Ni rJ ♦i%� CENTER. 1.3 GRADING AND EROSION CONTROL PLAN • J •X 3 0 (NOTE: THE TELEPHONE NUMBER FOR THE OREGON 3 w ¢ N ♦/ UTILITY NOi1FICAT1ON CENTER IS (503)-232-1987). AO.1 LEGEND AND ABBREVIATIONS • • m 6 ~ w 3 L ♦% A1.0 CODE SUMMARY • • °� '� ♦;' POTENTIAL UNDERGROUND FACILITY OWNERS o iii • A2.0 PROPOSED •FLOOR PLAN • • • �O 0, i' / •. i Dig ; Safely■ A2.1 PLAN DETAILS • • T Call the Oregon One-Call Center A2.2 REFLECTED CIELING PLAN • • i E� A I DIAL 811 or 1-800-332-2344 A2.3 FIXTURE AND EQUIPMENT PLAN • • III A3.0 PROPOSED ELEVATIONS • • • a EMERGENCY TELEPHONE NUMBERS to A3.1 PROPOSED ELEVATIONS • • O r7 / NW NATURAL GAS A4.0 PROPOSED SECTIONS • • li / .♦/ M-F lam-bpm 503-226-4211 Ext.4313 A5.0 PROPOSED ROOF PLAN • • N ♦ AFTER HOURS 503-226-4211 0 A6.0 DETAILS • PGE 503-464-7777 N QWEST 1-800-573-1311 50.0 STRUCTURAL NOTES • • Nt i I VERIZON 1-800-483-1000 51.0 FOUNDATION PLAN • •/ 1a COMCAST 1-888-824-8264 E 6 52.0 STRUCTURAL WALL PLAN • • SHEET tll PORTLAND PUBLIC WORKS 503-823-4000 A o S3.0 ROOF FRAMING PLAN • • 0 54.0 STRUCTURAL DETAILS • • 54.1 STRUCTURAL DETAILS • o L1.0 URBAN FORESTRY PLAN AND LANDSCAPING • 0 �� SITE PLAN - FOR REFERENCE ONLY 40' 0 10 20 40 0 M 0 Li.1 TREE PRESERVATION PLAN • 0.0 / SCALE: 1 : 20 \... z SCALE: 1" = 20' d 0 A B C D E F G H ABBREVIATIONS LEGEND ANNOTATION MATERIALS GENERAL NOTES A ACOUST ACOUSTICAL DAT DATUM GA GAUGE P PAINT (L = LATEX, E = TEMP TEMPEREDisi ACT DFADA ACOUSTICAL CEILING TILE DIA 0 DRINKING FOUNTAIN GALV GALVANIZED ENAMEL) THKNS THICKNESS \ SYMBOLS 1=II�ISII EARTH A. ALL GENERAL NOTES ON THIS SHEET APPLY TO ALL SHEETS IN THISCe • Z AMERICANS WITH DISABILITIES DIM DIAMETER GB GYPSUM BOARD PL PLATE THR THRESHOLD (E) WALL TO REMAIN 2'x4' FLUORESCENT FIXTURE p,IL:7L:a11� DRAWING SET. 0 0 A.C. ACT DN DIMENSION GL GLASS PLAM PLASTIC LAMINATE T.O.C. TOP OF CONCRETE - - — (E) WALL OR CONSTRUCTION ROOM TO BE REMOVED ROOM NAME GRAVEL PEAS PLASTER T.O.M. TOP OF MASONRY NAME 111 B. THE CONTRACTOR SHALL REPORT ANY AND ALL CONDITIONS WHICH MAY AFF ASHPALTIC CONCRETE DR DOWN GR GRILLE ib>•' 1'x4' FLUORESCENT FIXTURE Co AIB DS PLY WD PLYWOOD T.O.P. TOP OF PARAPET 100 ROOM NUMBER INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER Ja. AL/ALUM ABOVE FINISH FLOOR DTL DOOR GYP GYPSUM 11L�! EXECUTION AND COMPLETION OF THE WORK INDICATED. PNL PANEL T.O.S. TOP OF STEELRECESSED CAN LIGHT F!I! _ - 11 ROCK _V CIJSCe 1 ANSI AIR INFILTRATION BARRIER DWGS DOWNSPOUT HB HOSE BIB (N) WALL a FIXTURE !11=" (( '- Q G r O ALUMINUM (E) DETAIL HC HOLLOW CORE PR PAIR TPD TOILET PAPER DISPENSER S DETAIL NUMBER C. ALL WORK IS TO CONFORM WITH THE REQUIRED LOCAL STATE AND FEDERAL I— LL cm c a/ APPROX EA PREFAB PREFABRICATED TR TREAD _ _ _ _ _ (N) RATED WALL ASSEMBLY (1 ..I__® DIRECTIONAL EXIT SIGN SPECIFIED ON THE DRAWINGS. I- ' in+• LAWS AS WELL AS TO ANY OTHER GOVERNING AGENCIES, WHETHER OR NOT Q ARCH AMERICAN NATIONAL EIFS DRAWINGS HDBD HARDBOARD HOUR) A71 SHEET LOCATION • .. ' CONCRETE W (•5 PT PRESSURE TREATED TS TUBE STEEL ASTM SAFETY INSTITUTE EXISTING HDWR HARDWARE re a O N ELECT PTD PAPER TOWEL DISPENSER TYP TYPICAL WINDOW Q APPROXIMATE ARCHITECTURAL EACH HM HOLLOW METAL ID EXIT SIGN A j//// CMU/BRICK MASONRY D. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE FIRE J C- J • AT EL/ECFV PVCR POLYVINYL CHLORIDE T/ TOP OF SINGLE DOOR STOPPED. Q AWT EM EXTERIOR INSULATION & HORIZ HORIZONTAL RISER UL UNDERWRITERS LABORATORY ELEVATION NUMBER X L AMERICAN SOCIETY FOR EMERG FINISH SYSTEM HT HEIGHT RB RUBBER BASE UNO UNLESS NOTED OTHERWISE D B- VIEW DESIGNATION ///Z STEEL E. PROTECTION OF PENETRATIONS AND JOINTS IN FIRE RESISTIVE ASSEMBLIES Ci CO a (n Em- © EP + SPRINKLER HEAD SHALL NOT BE CONCEALED FROM VIEW UNTIL INSPECTED AND APPROVED. O BD TESTING MATERIAL EQ ELECTRICAL H.C. HANDICAPPED RD ROOF DRAIN V VENT A 8'1 SHEET LOCATION W LM I� it BLKG ACOUSTICAL TILE EXP/JT ELEVATION INFO INFORMATION REF REFERENCE VB VAPOR BARRIER PAIR OF DOORS '< WOOD, STUD CONTINUOUS F. ALL DIMENSIONS ARE TO FACE OF ROUGH FRAMING UNO. L!'1 r BLDG ACOUSTICAL WALL TREATMENT EXP ENTRANCE MAT INSUL INSULATION REQ REQUIREMENTS VCT VINYL COMPOSITION TILEiwr SUSPENDED ACOUSTICAL CEILING C SM >. BM ANGLE EXT EMERGENCY INT INTERIOR REQD REQUIRED VERT VERTICAL SYSTEM G. STATED DIMENSIONS TAKE PRECEDENCE OVER GRAPHICS. DO NOT SCALE S r RIGID INSULATION DRAWINGS TO DETERMINE LOCATIONS. CONTACT EMERIO DESIGN FOR BOC FACT ������ (n V BOS AT FEXT ENAMEL PAINT JT JOINT RF ROOF VP VENT PIPE SECTION NUMBER CLARIFICATION OF DIMENSIONS IF REQUIRED. C) BOTTRFG ROOFING VRFY VERIFY SINGLE DOUBLE HUNG CG BOARD FF EQUAL LAM LAMINATED RL RAIN LEADER VTR VENT THROUGH ROOF DUPLEX OUTLET A6. SHEET LOCATION ������� B FIREPROOFING ATT ON OR MINERAL H. WRITTEN INFORMATION SHALL TAKE PRECEDENCE OVER GRAPHIC BLOCKING EXPANSION JOINT LP LATEX PAINT CHK FHS RM ROOM VWC VINYL WALL COVERING REPRESENTATIONS. CH/ BUILDING FIN EXPOSED MAS MASONRY �I QUAD OUTLET RO ROUGH OPENING WC WALL COVERING r CEMENT BOARD DCIP BEAM FLG EXTERIOR MAIL MATERIAL I. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK UNDER CJT FLR RUB RUBBER WD WOOD DOUBLE OPPOSING TELECOMM •OUTLET ELEVATION NUMBER BOTTOM OF CONCRETE FACTORY MBS MARKER BOARD SURFACE THE CONTRACT, INCLUDING BUT NOT LIMITED TO SUBCONTRACTORS. CLG FTG S SEALANT WP WATERPROOF / -1 (PROVIDE MUDRING & • * • •• PULLSTRING) i . 2 CLKG BOTTOM OF STEEL FO FIRE EXTINGUISHER MECH MECHANICAL A5. SHEET LOCATION ; ; ;v GYPSUM WALLBOARD ;w. SAT SUSPENDED ACOUSTICAL WEATHERPROOF J. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONNECTION POINTS y CMU BOTTOM FOC FINISH FLOOR MEZZ MEZZANINE PRIOR TO THE FABRICATION OF ALL NEW CONSTRUCTION. COL FOF TILE WT WEIGHT —,o BI-FOLD DOORS O JUNCTION BOX (EMPTY) O CORNER GUARD FINISH GRADE MFR MANUFACTURER WALL TYPE SYMBOL ACOUSTICAL TILE CONC FOM SCD SEAT COVER DISPENSER WTRPC WATERPROOF COATING K. PLUMBING, MECHANICAL & ELECTRICAL SHALL BE DESIGN BUILD. O CONT CHECKERED FOS FIRE HOSE STATION MIN MINIMUM SD SOAP DISPENSER W/ WITH \/' \ MECHANICAL DIFFUSER COOK CHANNEL F FINISH MIR MIRROR SEC/SECT SECTION W/O WITHOUT SINGLE DOOR /� (SEE MECHANICAL PLANS) / WOOD, STUD L. PROVIDE BLOCKING FOR ALL WALL MOUNTED ACCESSORIES, BENCHES, CPT RPF O KEYED NOTES NON-CONTINUOUS COUNTERTOPS, FIXTURES, PARTITIONS, AND MISCELLANEOUS WALL MOUNTED Q CU CAST-IN-PLACE FT FLASHING MISC MISCELLANEOUS SF STORE FRONT WOM WALKOFF MAT \ 1 O TO BE REMOVED THERMOSTAT ITEMS. CT CONTROL JOINT FLOOR MS MOP SINK SHT SHEET YDS YARDS ' >>)))] PLYWOOD W CTR CEILING FOOTING MTL METAL SIB STRUCTURAL ISOLATION ( 100A ) DOOR MARK M. CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES AND CC VT �CG1 WALL SCONCE LIGHT FIXTURE CAULKING FACE OF (N) NEW BREAK 9 I WOOD, FINISHED LOCAL RESTRICTIONS. CONTRACTORS MUST COMPLY WITH CONTRACTOR SIM SIMILAR CORNER GUARD 9'-0' CEILING HEIGHT / REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. CO CONCRETE MASONRY UNIT FACE OF CONCRETE NA NOT APPLICABLE GUARD TYPE COLUMN FACE OF FINISH ND NAPKIN DISPOSAL SS STAINLESS STEEL CEILING MOUNTED LIGHT FIXTURE 0 WINDOW MARK N. CONTRACTOR SHALL MAINTAIN ONE CURRENT AND COMPLETE PLAN SET ON Q CONCRETE FACE OF MASONRY NIC NOT IN CONTRACT STC SOUND TRANSMISSION SITE AT ALL TIMES. THIS SHALL INCLUDE ALL APPENDAGES AND CHANGECI CONTINUOUS FACE OF STUDS NTS NOT TO SCALE COEFFICIENT ^0 TOILET (PLAN) ELEVATION DATUM ORDERS. O PENDANT MOUNT LIGHT FIXTURE 2 STL STANDARD STEEL Q COORDINATE FIBERGLASS NV NAPKIN VENDOR A 0. DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS, DRAWINGS, AND STRUCT STRUCTURAL REVISION NOTE SPECIFICATIONS ARE NOT INTENDED. THE CONTRACTOR SHALL CLARIFY ANY Q CARPET REINFORCED PLASTIC OC ON CENTER URINAL (PLAN) VENTILATION FAN 2 SUSP SUSPENDED SUCH DISCREPANCIES WITH THE DESIGNER/CONSULTANT PRIOR TO CUBIC FOOT, FEET OPP OPPOSITE SQ SQUARE ��;� COLUMN LINE COMMENCING WORK. W CERAMIC TILE OTO OUT TO OUT I�l LAVATORY (PLAN) CR DOOR SECURITY CARD READER O CALLOUT P. THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE SECURITY OF THE CD 3 CENTER I SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE BUILDING IS J CONDUCTIVE VINYL TILE CENTERLINE rn GYP. CEILING OCCUPIED. C DRINKING FOUNTAIN (ADA) Q. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE Om • • METAL CEILING LEFT IN A CLEAN (BROOM) CONDITION AT THE END OF EACH WORKDAY. It FIRE EXTINGUISHER R. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO ENSURE SAFETY OF T&G WOOD GEEING THE WORKERS AND VISITORS TO THE SITE. S. CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER, AND TOILET z FACILITIES AS REQUIRED DURING CONSTRUCTION. o L s T. CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, AND L 1- INSTALLATION/HOOKUP OF ALL EQUIPMENT AND OTHER OWNER-FURNISHED zo � m ITEMS. a_ 1-' moo E 0v1cr) U. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE BUILDING c.7 o z s s ERECTION PROCEDURE AND SEQUENCE TO ENSURE SAFETY OF THE BUILDING zo o " o CC cy PARTS AND WORKERS/VISITORS DURING CONSTRUCTION. s , m c w a. '_ cr V. GENERAL CONTRACTOR SHALL VERIFY WITH OWNER IN REGARD TO ANY rx o SPECIFICATION NOT INCLUDED WITHIN THESE DRAWINGS OR z LI SPECIFICATIONS. w 4 ui W. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S o APPROVED SHOP DRAWINGS/DATA SHEETS IN ACCORDANCE WITH THE a PROJECT SPECIFICATIONS. co CID c0 cn c > O O N cal w m X. CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, PLUMBING a o CO M VALVES, AND ROOF TOP EQUIPMENT BY A PLASTIC PHENOLIC ENGRAVED M^m o PLATE SCREWED ON IN A VISIBLE LOCATION. a e o N C Y. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE, REVIEW w THE SCOPE OF WORK AND PLANS BEFORE BEGINNING CONSTRUCTION. w J ALL WORK SHALL BE PERFORMED AS SHOWN ON THESE PLANS AND IN LJ 0 a ACCESSIBLE REST ROOM STALL Z. ACCORDANCE WITH LOCAL CODES, ORDINANCES, OR REGULATIONS. SN '- 43 / / NO ACCESSORIES ARE / '\, cn NC) w up E / SURFACE / TO INTERFERE WITH SURFACE MOUNT / '\ z 1n °' . - in / MOUNTED Eo eo. SURFACE HIGH RISE 60"X24" / MIRROR / / / MOUNT WATERSPOUT 36'-ao' USE OF GRAB BAR TOILET SEAT % o I / / PAPER 36. lux COVER / ° m n V MIRROR j j TOWEL / DISPENSER / r o 0 0 / / DISPENSER SURFACE MOUNT OR RECESSED / i \ �a o o i z S.S. 12"X36" / _ SURFACE / \ I SOAP 1z' 42" TOILET TISSUE / / u z 1n 1n E o SHELF % 24 / MOUNT % I \ DISPENSER A -6• 2'-6' 2'-0' / / \ "" 5 / SOAP % / x / / / 36' / J X 3 DISPENSER ai 1 DISPENSER / - L' n SINK \ o X111\ \ WI Km I' - G BAR URINAL > 3 NUU \ % in LAVATORY % \ I ��� \ / \ sailers rill'e / / sirti ciw, 3 •p L_ .:„„ „ cos, A , , 6 t-� 1. _Th, c.,_.e. < • , a •CI 4-- f h 011 .5, , . m / O Y \ \ T-Y� \ \ \\ NEM MI \ \\ 2_ \--� \ \- \ \ \ \ '' \ L\T—c 3 INSULATE it x < 20' 10>TEEN v-4a 0(220) MAXIMUM FOWARD REACH HIGH AND LOW MAXIMUM SIDE REACH et_ SANITARY 12' x HOT WATER IF X > 20' sos) < (610)THEN Y-44'(1117) SIDE REACH LIMITS OVER OBSTRUCTION /---/ NAPKIN DISPOSAL 7/ MAXIMUM REACH FOWARD TOILET (DUAL ACCESS / 18 v OVER OBSTRUCTION 12' MAX V PARTITION) a CONTROL NOTES: JOINT TYP. cn 1. VERIFY EQUIPMENT SIZE WITH 17 EXIT MANUFACTURER TO ENSURE M SIGN CONFORMANCE WITH ADA q_ FIRE EXTINGUISHER SIGN MOUNTING HEIGHTS & CABINETRY No RECESSED SEMIRECESSED FIRE CLEARANCES SANITARY a EXTINGUISHER EVAC SIGN rill TYPICAL 8 DOOR 2. DIMENSIONS TO TOILET ROOM N NAPKIN z INTERCOM CABINET OPENING ACCESSORIES ARE TO THE DISPENSER 0' TEMPERATURE TOP S CORNER HIGHEST PORTION OF THE SHEET a z a STATIONS WALL MOUNTED CRASH RAIL E PHONE SENSOR GUARD OPENING OR OPERATING DEVICE, UNO. 6 SEMIRECESSED 0' i FIRE EXTINGUISHER \ 6' A 0 m • TOWEL • a �1 CARD 3. PLACE ELECTRICAL AND EL a DISWASTER e CRASH RAIL TELEPHONE I LIGHT N VINYL WALL READER \ CRASH TELEPHONE DEVICES ai mom IL \ —\ cri \ c3' \ clOUTLET cr' o a,>y SWITCH ®� a, \- COVERING \ z ■ -' A RAIL 44" A.F.F. ® COUNTERS. 1DL RECEPTACLE o \\\ b o f T \ o iaiai iaiaiii�raiiiaiiiiiaiaiioiiii1 4. PROVIDE BACKING AS REQUIRED 1N I I e COAT e ELECTRICAL a TEL PHONE a AT ALL WALL MOUNTED ITEMS. AO . 1 o �— Z 5. NOT ALL ITEMS SHOWN MAY BE 'o c� 9 OUTLET OUT ET z = Z l '- L___J WASTE HOOK iL ' ON THIS PROJECT. REFER TO PLANS, mffi m 'Co \ \ \ \ \ \ \ \ \ \ \ \ SPECIFICATIONS AND SCHEDULES FOR SPECIFIC PROJECT REQUIREMENTS -18-1- it a A I B I C I D I E I p I G I H W SCOPE OF WORK O >- O I. BUILDING OCCUPANCY THIS PROJECT IS NEW CONSTRUCTION OF A COMMERCIAL RETAIL BUILDING. OCCUPANCY CLASSIFICATION (SECTION 310 ) (1) • W BUSINESS GROUP -B JV a Ct O 1 MERCANTILE GROUP -M c r BUILDING CODE SUMMARY OCCUPANCY SEPARATION (TABLE 508.4) IE r C2 TYPE M NO SEPARATION REQUIRED FOR THESE OCCUPANCIES- M jJ U , 0 JURISDICTIONAL AUTHORITY - CITY OF TIGARD d O N a FIRE/LIFE/SAFETY OCCUPANT SUMMARY APPLICABLE CODES ROOM No. ROOM NAME OCC FLOOR AREA OLF OL U N X co C%iN I. OFFICE 2 103 2014 ASCE OS7-'CO (BASED ON THE 2012 IBC) 100 SUITE 'B' B 256 SF 100 3 1:4M LL 160 SF 101 OFFICE 1 B 215 SF 100 2 W Q ACE 318-11 102 STORAGE AREA 1 M 375 SF 300 2 2 r ›. ANSI/AF&PA NDS 2012 (w') 103 OFFICE 2 B 160 SF 100 2 O N U r STORAGE AREA 1 - 102 \ . 104 STORAGE 2 M 355 SF 300 2 C.) 375 SF 105 BREAK B 140 SF 100 2 106 RETAIL M 1,292 SF 300 5 CLOSET-109 74 SF STORAGE AREA 2 - 104 107 RESTROOM 1 M 80 SF 300 1 2 BREAK - 105 355 SF LEGEND 108 RESTROOM 2 B 50 SF 100 1 140 SF10t. (I 50109 CLOSET B 74 SF 100 1 TOTAL 2,997 SF 21 • (e1 it Ilir< OFFICE 1 - 101 VW Q. e EXIT }. 215 SF = 0 ' II. BUILDING CONSTRUCTION Ce i V _ OCC OCCUPANT LOAD CODE n •'R' 1 1 7 CONSTRUCTION CLASS (TABLE 503 ) Q — 2! SF r',O OL OCCUPANT LOAD BUILDING LIMITATIONS y NUMBER OF STORIES (TABLE 503) OCCUPANCY ALLOWED PROPOSED i A OLF OCCUPANT LOAD FACTOR M 2 1 9 e:). EXIT PATH BUILDING HEIGHT(TABLE 503) OCCUPANCY ALLOWED PROPOSED SUITE 'B' - 100 RETAIL - 106 M 40 FT 20 FT 256 SF 1292 SF \ FIRE EXTINGUISHER LOCATIONS * THIS ISA NON SPRINKLED BUILDING W 0 I III. BUILDING AREA V _ MAXIMUM SQUARE FOOTAGE (TABLE 503) OCCUPANCY ALLOWED PROPOSED 3 1111 — WN EXISTING CONVENIENCE STORE M @ 9,000 SF 9,000 SF 2,997 SF x 2 STORIES IV. EGRESS TRAVEL DISTANCE(SECTION 1014.3) - MAXIMUM ALLOWED PROPOSED EXIT PATH 'A'-DISTANCE 75 FT 38 FT EXIT PATH 'B'-DISTANCE 75 FT 54 FT EXITS REQUIRED (O.S.S.C. SECTION 1015.1) REQUIRED PROPOSED 2 2 z VI. EXIT ILLUMINATION (O.S.S.C. 1006): o W EGRESS ILLUMINATION SHALL BE OF AN INTENSITY OF NOT LESS THAN ONE FT-CANDLE AT THE WALKING cc E SURFACE LEVEL. o 1- cc - N I ZW Z W o 1 FLOOR PLAN - FOR CODE REFERENCE ONLY O. N N o z 5 5 v o W W A1.0 SCALE: 1/8" = 11-0" s o w m Wa CC M 0 U z 4 co co co `n s s N o \\\ O M O, 4k e O ,— N O N W O O O ~ 0coN E N O to I n O in U ~ oZIIC \ ' in t jZO - .-5N ( m 0 SHEET 6 A A1 . 0 A B C D E L F G H FLOOR PLAN NOTES w o 20 1. 3v"MIN.ACOUSTIC BATT INSULATION REQUIRED IN ALL RESTROOM WALLS AND CEILING.ALL INSULATION FACINGS SHALL U COMPLY WITH OSSC 719.2,FLAME SPREAD<25 AND SMOKE-DEVELOPED<450. CO = W 1 2. FOR EQUIPMENT SCHEDULE SEE SHEET G2.3 J U O > re O O 3. ALL SEALANT TO BE PAINTABLE.SEAL PERIMETER OF WALL OPENINGS AND JOINTS WHERE MOVEMENT OF SURFACES WILL LL a a/ ADMIT AIR OR WATER INTO BUILDING.SEAL ALL CONDUIT PENETRATIONS TO BUILDING. W U O 4. ALL PENETRATIONS,DOORS AND WINDOWS SHALL BE CAULKED,GASKETED OR WEATHERSTRIPPED TO LIMIT INFILTRATION it QW O N AND EXFILTRATION. J d .1 • 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AND INSTALL ALL WOOD BLOCKING,FURRING STRIPS, Q X N 0 DETAILED OR REQUIRED TO PROVIDE ANCHORAGE FOR ALL FINISHES,ACCESSORIES,FIXTURES,ETC.AS REQUIRED TO acn COMPLETE ALL WORK. ALL BLOCKING AND OR/BACKING SHALL BE SECURELY BOLTED OR OTHERWISE ANCHORED IN PLACE. re M ILL 'Cr p 6. ALLOW FOR ADA 48"x30'CLEAR FLOOR SPACE LOCATIONS IN FRONT OF SALES COUNTER AND ATM TO COMPLY WITH ANSI W i r A117.1. C M fri. PROVIDE 22x30 CRAWL SPACE ACCESS,LOCATE PER OWNER 0 O (n U U a a A4.0 A4.0 KEYNOTES A \ i 2 6 j %� i, 0 EGRESS DOORS SHALL ALSO BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.SECTION 1008.1.8(OSSC) g OFFICE 2 - 103 0 POST A DURABLE SIGN ABOVE DOOR"THIS DOOR TO REMAIN UNLOCKED 2 WHEN BUILDING IS OCCUPIED." ,'''' 160 SF 3 WALL SCONCE 0ADA-COMPLIANT UNISEX RESTROOM. IC ' © 0 NEW SALES COUNTER WITH ASSOCIATED POWER AND COMMUNICATION CABLES. a. 426 • STORAGE AREA 1 — 102 '% 0 0 375 SF © ,• 4 A 0 WALL SCHEDULE —J U. / GRAPHIC MARK TYPE 0 3 CLOSET-109 © a 2X STUD WALL @16"O.C.W/5/8"GYP.BD.BOTH SIDES INTERIOR; �/ 518"GYP.BD.AND SHEATHING EXTERIOR. Ad1/4\ © STORAGE AREA 2 - 104 �, ,,, � �. .: \ - / CONCRETE WALL rzi IN BREAK - 105 355 SF O 10:, = 140 SF !t501I 0 o D N T O r W 9,4111z cn cel4' v O G 0I I Q ■110 IRS OX � w � zz OFFICE 1 - 101 n M M 8 oSr z W � 5 � � En 215 SF 426 T-„n” ,a'8,/2" O '. o SYMBOLS v s wm 6 ] fx a 0 14'-9 1n" 47-1 1/2' R. 1 107 z STOREFRONT WINDOWS,SEE WINDOW TYPES AND DETAILS SHEET A2.1 4 O /.._:., E". O F O O DOOR TYPE,SEE DETAILS SHEET A1.1 0 \ \ I Si O © O o o ka TYPE Lu o o 4 \ 6 / NOMINAL THICKNESS o M ` a .7 o z *h O N d' A O _ FIRE EXTINGUISHER o � Y N SUITE 'B' - 100 RETAIL - 106 A a W o 3 � otoo 256 SF 1292 SF C .. e In U• J 4 m O \ oZ 1 1c o O , o � 5�p�j 'i ` CO-11-1-181(7 “ O © © \ II II II 1 ., QOM � .s o pO�„ � 1 5 A4.0 , � w _1ix 3 0 3 n L. O 3 6 � � 3 N N Q� 2 nI m i O O O IU"��.II co .o+ BASIS OF ALL DIMENSIONS © L © >, v 2 / / /9'-0' 18'-11' 8'-s" 8'-9" / 18'-11" / 13'-0" / U O 78'-0' / / N J IJ M M N O O I N N ml- 61 SHEET o 6 FLOOR PLAN - 2,997 SF SINGLE STORY RETAIL BUILDING 1 A2.0 / SCALE: 1/4" = 1'-0" co A2 . 0CV ci. Z EC A I B I C I D I E I F I G I H 6 �6 A2.1 A2.1 W 6 1 1 6 6 6 WINDOW SCHEDULE o • o cc ring ® ® J Onal Fa NO. QTY. SIZEALUMINUM STOREFRONT — C) O r O 2 21 6'-O" x 8'-8" ALUMINUM STOREFRONT WV 0cAs E'm cii CC A2.1 A2.1 ® ® ® � J d N Q'^ EN 9'-10" X 12'0" ALUMINUM STOREFRONT c V Q >' Ox. N H im /�, ult.: Co Q y U. 2 2 © V� 9 -4" X 8'-8" ALUMINUM STOREFRONT W I— Tr O © 2 M r H - (4 j 5'-0" X 5'-8" ALUMINUM STOREFRONT �3 1 �3� Or NU © D � D C.) , ® Cr \2.1 \ A2'1 / \A2'1 / ® 5� 4'-O" X 5'-8" ALUMINUM A\ WINDOW ELEVATIONS \ / A2.1 / 1/4" = 1'-0" 2 / DOOR SCHEDULE ''^^ SEE DOOR BACKER ROD & v/ SCHED. FOR SEALANT STOREFRONT DOOR TYPE III ASSEMBLY ALUM. SILL FLASHING BACKER ROD & SEALANT STOREFRONT NO. QTY. TYPE SIZE REMARKS Q THRESHOLD SET SET IN SEALANT GYP BD. ASSEMBLY BACKER ROD & - - IN CAULKING BACKER ROD � ' ■ SEALANT O 3 EXTERIOR 3' 0" x 7' 0" ALUMINUM STOREFRONT LU ''__ STUD WALL & SEALANT II I JOINT FILLER Q LOCATE JOINT DRIP fes'' IJ 4 UNDER TILE FLOORING CONCRETE THRESHOLD CONCRETE SLAB SIDEWALK © 2 INTERIOR 1 3/4 x 3' 0" X 7'0" SOLID CORE Z CONCRETE SLAB STUCCO �• • a ° ° Q a a ° 4 1 EXTERIOR 1 3/4 x 3'-0" X 7'0" STEEL 4a a WRB °° ° a� _ • INTERIOR a EXTERIOR 3 ° a ° " Q 5 INTERIOR 1 3/4 x 3'-0" X 7'O" SOLID CORE SHEATHING ° a EXTERIOR it INTERIOR © 2 INTERIOR 1 3/4 x 3'-6" X 7'0" SOLID CORE 1 STOREFRONT THRESHOLD K2. SILL @ STOREFRONT liTh SILL @ SLAB O 1 INTERIOR 1 3/4 x 3'-6" X 7'O" SOLID CORE A2.1 3" = 1'-0" .!"2.:1.2 3" = 1'-0" \ A2.1 / 3" = 1'-0" Z 0 N S Li, o H E - N ENERGY NOTES w1-0 oZ VARIES oozss INTERIOR GYP BD. 1 I FENESTRATION PRODUCT RATING: o o 0 0 cc rr STUD WALL q • [303.1.3] U-FACTORS OF FENESTRATION PRODUCTS (WINDOWS, DOORS, AND SKYLIGHTS) WILL BE DETERMINED IN ACCORDANCE WITH NFRC100 BY AN s 0 BACKER ROD & SEALANT V l ACCREDITED, INDEPENDENT LABORATORY, AND WILL BE LABELED AND CERTIFIED BY THE MANUFACTURER OR WILL BE DETERMINED USING THE L a 1.11.11111111.1.111 SEE SCHEDULE FOR COMMERCIAL SIZE CATEGORY VALUES LISTED IN CHAPTER 15 OF THE 2009 ASHRAE HANDBOOK OF FUNDAMENTALS, TABLE NO. 4 AND WILL INCLUDE o STOREFRONT WALL FINISH THE EFFECTS OF THE WINDOW FRAME. THE TEMPORARY LABEL AFFIXED TO THE FENESTRATION PRODUCTS WILL NOT BE REMOVED PRIOR TO INSPECTION. z w!� ASSEMBLY STUCCO 4 r S 1' SHIM SEALANT WRB GYP BD. EXCEPTIONS: SITE-BUILT FENESTRATION PRODUCTS WILL HAVE A SINGLE CERTIFICATE SPECIFYING GLAZING TYPE, SPECIAL COATINGS, • • SPACERS, GAS FILLS, CENTER-OF-GLASS SOLAR HEAT GAIN COEFFICIENT (SHGC) FOR EVERY TYPE OF SITE BUILT GLASS USED. THESE • SHEATHING CASING BEAD STUD WALL CERTIFICATES WILL BE MAINTAINED ON THE JOBSITE AND WILL BE MADE AVAILABLE TO THE INSPECTOR. Iwiri. i � SHEATHING 1 • [303.1.3] SOLAR HEAT GAIN COEFFICIENT (SHGC) OF GLAZED FENESTRATION PRODUCTS (WINDOWS, GLAZED DOORS, AND SKYLIGHTS) WILL BE co N N A � . HOLLOW STEEL DETERMINED IN ACCORDANCE WITH NFRC 200 BY AN ACCREDITED, INDEPENDENT LABORATORY, AND LABELED AND CERTIFIED BY THE MANUFACTURER o M o F =• FRAME ' OR WILL BE DETERMINED USING THE SHGC IN CHAPTER 15 OF THE 2009 ASHRAE HANDBOOK OF FUNDAMENTALS, TABLE NO. 10. THE OVERALL VALUES M MMOMMIN DOOR SILENCER- �/' WILL CONSIDER TYPE OF FRAME MATERIAL AND OPERATOR FOR THE SHGC AT NORMAL INCIDENCE. GASKET WHERE FLASHING----4.- r•~ 4 ,- 0 ,- c.1 BACKER ROD & SCHEDULED �� EXCEPTIONS: SITE-BUILT FENESTRATION PRODUCTS WILL HAVE A SINGLE CERTIFICATE SPECIFYING GLAZING TYPE, SPECIAL COATINGS, E SEALANT BACKER ROD & SPACERS, GAS FILLS, CENTER-OF-GLASS SOLAR HEAT GAIN COEFFICIENT (SHGC) FOR EVERY TYPE OF SITE BUILT GLASS USED. THESE EXTERIORS SEALANT ri CERTIFICATES WILL BE MAINTAINED ON THE JOBSITE AND WILL BE MADE AVAILABLE TO THE INSPECTOR. EXTERIOR INTERIOR CASING BEAD • [502.4.3] AIR LEAKAGE, INSULATION, AND COMPONENT CERTIFICATION: O LU o STUCCO SEALING OF THE BUILDING ENVELOPE. OPENINGS AND PENETRATIONS IN THE BUILDING ENVELOPE WILL BE SEALED WITH CAULKING MATERIALS OR D in Nj rn E CLOSED WITH GASKETING SYSTEMS COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATION. JOINTS AND SEAMS WILL BE SEALED IN THE SAME N. 0 °' � Ln o [ f ai: STOREFRONT @ JAMB 5 TYP. INT. DOOR HEAD/JAMB SIM /6 STOREFRONT HEAD MANNER OF TAPED OR COVERED WITH A MOISTURE VAPOR-PERMEABLE WRAPPING MATERIAL. SEALING MATERIALS SPANNING JOINTS BETWEEN Q o oz I I o CONSTRUCTION MATERIALS WILL ALLOW FOR EXPANSION AND CONTRACTION OF THE CONSTRUCTION MATERIALS. � ° • m w 2 2 n co A2.1/ 3" = 11-0" A2.1 3" = 11-0" A2.1 3" = 1'-0" • [5052.4.1] WINDOW AND DOOR ASSEMBLIES. THE LEAKAGE OF WINDOW AND SLIDING OF SWINGING FOR ASSEMBLIES THAT ARE PART OF THE BUILDING ~ h Q x M M O C ENVELOPE WILL BE DETERMINED IN ACCORDANCE WITH AAMA/WDMA/CSA 101/I.S.2/A440, NERC 400 BY AN ACCREDITED, INDEPENDENT LABORATORY, le fig • cl Zo E o AND WILL BE LABELED AND CERTIFIED BY THE MANUFACTURER. D o'--� o EXCEPTIONS: SITE-CONSTRUCTED WINDOWS AND DOORS THAT WILL BE WEATHER STRIPPED OR SEALED IN ACCORDANCE WITH SECTION > F 3 c 502.4.3 5� N 6 co 5. 0 0 • [502.4.2] CURTAIN WALL, STOREFRONT GLAZING AND COMMERCIAL ENTRANCE DOORS. CURTAIN WALL, STOREFRONT GLAZING AND COMMERCIAL-GLAZEDN.m STOREFRONT NOTES SWINGING ENTRANCE DOORS, AND REVOLVING DOORS WILL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH ASTM E 283. FOR CURTAIN WALLS AND STOREFRONT GLAZING, THE MAXIMUM AIR LEAKAGE RATE WILL BE 0.3 CUBIC FOOT PER MINUTE PER SQUARE FOOT OF FENESTRATION AREA. FOR COMMERCIAL GLAZED SWINGING ENTRANCE DOORS AND REVOLVING DOORS THE MAXIMUM AIR LEAKAGE RATE WILL BE 1.00 CFM/FT2 OF DOOR AREA. • [303.1.1] BUILDING THERMAL ENVELOPE INSULATION. AN R-VALUE IDENTIFICATION MARK WILL BE APPLIED (BY MANUFACTURER) TO EACH PIECE OF 1. STOREFRONT WINDOWS: MANUFACTURER PER OWNER INSULATION 12 INCHES OR GREATER IN WIDTH. ALTERNATELY, THE INSULATION INSTALLERS WILL HAVE PROVIDED A SIGNED, DATED, AND POSTED CERTIFI2. STOREFRONT DOORS: GLASS INSTALLER TO MAKE SURE THAT THE GLASS DOORS ARE INSTALLED AFTER THE ROOF IS LOADED WITH ALL ROOFING, INSULATION IN TALLA1TING THE ET11NPE, MANUFACTURER, AND R-VALUERIROF INSULATION INSTALLED. REFER TO CODE SECTION FOR BLOWN OR SPRAYED E MECHANICAL UNITS, ECT. TO ENSURE THAT ALL DEFLECTIONS HAVE OCCURRED PRIOR TO INSTALLING DOORS. MAKE SURE THE SETTING BLOCKS INSULATION INSTALLATION/SETTING DEPTHS AND MARKER REQUIREMENTS. ARE IN THE PROPER LOCATION IN THE DOOR STILES WHEN THE DOOR IS HUNG. THE SETTING BLOCKS SHOULD BE LOCATED IN THE LOWER HINGE • [303.1.2] INSULATION MARK INSTALLATION. INSULATING MATERIALS WILL BE INSTALLED SUCH THAT THE MANUFACTURER'S R-VALUE MARK IS READILY ii SIDE CORNER AND THE UPPER LOCK SIDE CORNER OF THE DOOR. AFTER INSTALLING THE DOORS ADJUST THE SETTING BLOCKS TO PREVENT OBSERVABLE UPON INSPECTION. SAGGING FROM OCCURRING. GLAZING CONTRACTOR IS TO RETURN TO THE SITE JUST PRIOR TO THE STORE OPENING AND MAKE ANY ADJUSTMENTS c NECESSARY FOR PROPER DOOR OPERATION. • [303.1.4] INSULATION PRODUCT RATING. THE THERMAL RESISTANCE (R-VALUE) OF INSULATION WILL BE DETERMINED IN ACCORDANCE WITH THE U.S. 3. ALL STOREFRONT GLAZING SHALL BE 1" THERMAL INSULATED LOW E TEMPERED GLAZING. (TYP.). WINDOW ASSEMBLIES SHALL HAVE "U" VALUES OF FTC R-VALUE RULE. NOT GREATER THAN 0.3 BTU/HR.FT2. DEG.F AND SHGC OF NOT GREATER THAN 0.3". 0 [303.2] INSTALLATION. ALL MATERIAL, SYSTEMS, AND EQUIPMENT WILL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION c INSTRUCTIONS AND THE INTERNATIONAL BUILDING CODE. SHEET 6 4. VERIFY ALL WINDOW OPENINGS IN FIELD PRIOR TO FABRICATION. ri • [502.4.4] OUTDOOR AIR INTAKES AND EXHAUST OPENINGS. STAIR AND ELEVATOR VENTS AND OTHER OUTDOOR AIR INTAKES AND EXHAUST OPENINGS / 5. GLAZING AND STOREFRONTS SHALL CONFORM TO LOCAL WIND LOAD REQUIREMENTS. GLAZING MATERIAL THICKNESS, AND LAMINATION AND/ OR INTEGRAL TO THE BUILDING ENVELOPE WILL BE EQUIPPED WITH NO LESS THAN A CLASS I MOTORIZED, LEAKAGE-RATED DAMPER WITH A MAXIMUM MULLION DESIGN IS SUBJECT TO CHANGE. LEAKAGE RATE OF 4CFM PER SQUARE FOOT AT 1.0 INCH WATER GAUGE WHEN TESTED IN ACCORDANCE WITH AMCA 500D. STAIR AND SHAFT VENT FIREPAERS WILL ND S OKEEDCAPABLE ETECTION OSYSTEMS.BEING AUTOMATICALLY CLOSED DURING NORMAL BUILDING OPERATION AND INTERLOCKED TO OPEN AS REQUIRED BY A2 • c • [502.4.7] RECESSED LIGHTING. RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE WILL BE SEALED TO UMIT AIR LEAKAGE CONDITIONED AND UNCONDITIONED SPACES. ALL RECESSED LUMINARIES WILL BE IC-RATED AND LABELED AS MEETING ASTM E 283. ALL RECESSED LUMINARIES WILL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND INTERIOR WALL OR CEILING COVERING. E A B C D 1 E F G H LIGHTING NOTES L EP Z 1. PROVIDE ENERGY SAVING ELECTRONIC BALLASTS ON ALL FLUORESCENT FIXTURES AND FURNISH ENERGY im- (9 SAVINGS T8 LAMPS. Co _ • Lli 1 2. ALL LIGHTS TO BE VANDAL PROOF. ( a .) G r O 3. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, FIXTURES AND EQUIPMENT FOR A COMPLETE I"' — Qh 0 INSTALLATION. COOLER AND FREEZER LIGHTS WILL BE FURNISHED BY MANUFACTURE AND INSTALLED BY w (,� CONTRACTOR. Q < O N ce Q 4. EMERGENCY EGRESS LIGHTING - ELECTRICAL CONTRACTOR SHALL VERIFY THE FOLLOWING PRIOR TO J • INSTALLING NEW EMERGENCY LIGHTING AND PROVIDE THIS INFORMATION ON THEIR PERMIT SUBMITTAL Q Z N -EMERGENCY LIGHTING SHALL BE ARRANGED TO PROVIDE AN INITIAL ILLUMINATION THAT IS AT LEAS AN VANS: -1 N LL AVERAGE OF OF 1 FOOT CANDLE AND A MIN. AT ANY POINT OF .1 FOOT-CANDLE MEASURED ALONG THEIX M H PATH OF EGRESS AT FLOOR LEVEL. A MAX. TO MIN. ILLUMINATION UNIFORMITY RATIO OF 40:1 SHALL NOT wLCA BE EXCEEDED. 5 to r >. - PROVIDE FIXTURE CUT SHEETS AND IDENTIFY MOUNTING HEIGHTS FOR EMERGENCY EGRESS LIGHTING. i= M THE CUT SHEETS SHOULD PROVIDE SPECS FOR THE FIXTURE, LAMP, BATTERY BACKUP, AND A IC r f- PHOTOMETRIC CHART TO VERIFY MIN. LIGHTING REQUIREMENTS. 2014 OSSC., SECTION 1006.3 0 U) V 0 © a A4.0 A4.0 CEILING NOTES 2 w ° 1. LIGHT FIXTURES RANGING FROM 10LBS TO 55LBS MUST BE ATTACHED TO STRUCTURE BY AT LEAST TWO �� � , #12 GAGE HANGER WIRES, EACH AT OPPOSING SIDES, AND ATTACHED TO SUSPENDED MEMBER GRID AT . TWO OPPOSING SIDES. WIRES MAY BE SLACK. 0• °d OFFICE 2 — 103 2. HVAC TERMINALS OR REGISTERS 20LBS - 56LBS IN WEIGHT SHALL BE POSITIVELY ATTACHED TO ° 4 a ° ° 160 SF , SUSPENDING MEMBER MAIN RUNNERS, OR TO CROSS RUNNERS WITH EQUAL CARRYING CAPACITY, AND %/ ° .a ° MUST ALSO BE SUPPORTED TO STRUCTURE TO STRUCTURE BY AT LEAST TWO #12 GAGE HANGER WIRES ° O AT TWO OPPOSING SIDES. WIRES MAY BE SLACK. LLI 3. EMT CONDUIT - SIZE AND LENGTHS: 1/2" EMT CONDUIT-UP TO 5'-10"; 3/4" EMT CONDUIT-UP TO V P °' °' ° 4 \ \ V 7'-8"; 1" EMT CONDUIT-UP TO 9'-9" OR METAL STUDS-SIZE AND LENGTH; SINGLE 1 5/8" METAL STUD (20GA)-UP TO 12'-0". W Q ° //� ° ° ; 4. GYPSUM BOARD CEILING: STANDARD 5/8" GYPSUM BOARD. J °.STORAGE 'AREA: 1 —. fi02 < ® I- a ° . 4 -375 SI ?. °.. e. a. °.a 4 A wool ° ° a KEYNOTES W ° ° 0 SURFACE MOUNTED LIGHT LU 3 I eet a CLOSET-109 ° ° RESTROOM CEILING FAN O 74 SF ° < e . ° STORAGE AREA 2 — 104 CEILING LEGEND AND SYMBOLS BREAK — 105 355 SF SYMBOL DESCRIPTION :::•R R,2. —108• 140 SF N CONCRETE SLAB CEILING z 50S , W , I ,',.` 5/8" GYPSUM BOARD CEILING z cn O W d ^ N II. X 150 CFM LO SONE EXHAUST FAN W/ CONTINUOUS DUTY RATED MOTOR. EXHAUST THOUGH 0 0 W . o N OFFICE 1 – 1 O1 • e� WEATHER TIGHT ROOF VENTS vU O z > 5 aU o W W y r�o •. .\ `t ' EMERGENCY EXIT SIGN WITH 90 MIN. BATTERY BACKUP 5 FOOTCANDLES MIN. ILLUMINATION W/6" C D 215 SF R.,, ® HIGH LETTERS AND ACCESSIBILITY SYMBOL. / w m z 111/// Q a R : 1 - 1 07 ? z J W U 2 J -- UD D O \ O \ UWO T O C, v Z Q O d © SUITE 'B' — 100 RETAIL — 10600 " NmLe m A4.0 256 SF 1292 SF _ W rncoIn O o � rn oz 1 1 cU An mLE:jNco .8 rig v QOM 2 N 5 0oo N M O \ NQFw,__LL' 3 N ® ® \ Or-- m I- o O t U O Ella rn 4 T 0 L__X__J 0 U d_8 LO N J J M N k M N O O (Ni" SHEET E 6 1 REFLECTED CEILING PLAN A2.2 SCALE: 1/4" = 1'-0" A2 . 2 0. 0 cu .iimolimg 1111 A I B j C I D I E I F I C I H W • O = I � UoS 1 FIXTURE SCHEDULE w v o, o AND EQUIPMENT SCHEDULE ce a o co a OHAND SINK < ) N p UcnQy � O TOILET W }— iie O 0 FLOOR DRAINS G r I ' O (0 U O2 COMPARTMENT SINK U aa 5 MOP SINK A4.0 A4.0 /% /„ 0NOT USED 2 / \\::: \ \ O TANKLESS WATER HEATER `i �W - 0 REFRIGERATOR 0 J //..•., 09 FIRE EXTINGUISHER Z G. 1 0 ROOF ACCESS LADDER LI Z S fi W ® t— a Q CJ UJ - i N Z 0 © © O 0 w a1- Hill1 - - cc __ , O Ci { N W m f E J • 0 4 e] © © Z P O0 o 0 ci N M_ M NC\ I 0 r O N N a 0 0 w GNo5 o E N O N UD O in O U ozIIg DZO •- O� N H 5 a 4 ...,A4.0 Mw 3 --1 w Q . lai TM ^ m O ,J L -J J ili SHEET ^ 6 1 FIXTURE PLAN z A2.3 SCALE: 114" = 1-0" A2 ■ 3 A B C D E F G H EXTERIOR MATERIAL LEGEND w ( t.1/4 ) 2 z LAP SIDING I\ j re © Q \ B ) MASONRY VENEER J C) O r O • A4.0 A4.0 \ / Q LL r SSTEEL SHEET METAL CAP FLASHING (.� H N Ce K v re O • - STOREFRONT SYSTEM, DOOR, FRAMES, SPACERS Q F CD CV I— (.) V) C El > C Ai > C Ci > S STEEL AWNING - DEFERRED SUBMITTAL W �M I� iLI- e O at T.O. PARAPET lA lC lE l E lA ( C lc r 20' 0" \ > \ 1 > \ 1 > I� • f \ > \ 1 > \ 1 > II EXTERIOR COLOR LEGEND V N v T. PARAPET 1 170,.p. • 6 f v PER OWNER OPTION 2 • • n •B.p AWNING I • SYMBOLS 46 Ifl 1 te _ STOREFRONT WINDOWS, SEE WINDOW TYPES AND DETAILS SHEET A2.1 I DOOR HEAD i 4 ¢ • Co 8'-B„ Q —_ —( 1 —1 T Q DOOR TYPE, SEE DETAILS SHEET A2.1 Z — #### A \ MATERIAL MINN - 1 COLOR I� r — ;— Oilinmai in.. .:� it — ern' ii s �' �er''L ' ,� W �:+. . Q :-�!� �!ik . Q "7,1 =!i n�=�:! 'a°°`=I;■,®_mum-'•,. KEYNOTES •���:r Zero •!�'��1®�r�l, C'1\ lZlf.rl6illfwal, ��� ���.!+���1■ ��a�: W F.F. i's.IIQl.r w h'i�pfai ie' '_"'�,y + ,G�'i l� ,al,!lw�l, la "_ 01-0" CP WALL SCONCE 3 ( B ) / D \ / B \ - SD \ - / \ - / / B \ O2 NOT USED \ `\ /J \ / \ / \ / 30 CONCRETE CURB - SEE CIVIL DETAILS FRONT ELEVATION \ ..N3.0 SCALE: 1/4" = 1'-0" o w cc 0 H CC N a w Q. 0 Z LU 0 C7 g CD C N O zCC) 5 S Z w U 0O w O O D] CC 0_ © LLJ CC a g c C O 0 U Q A4.0 z o 4 ' m N Z 0 O H NI N "( A ) ( c ) E o �� - o w l w 1 \ 1 ) M - c _ o Lu cn O - (NI O K l d A ) \ 1 ) C � > C � > • T.O. PARAPET p � • o • T.O. PARAPET P w o 0 1 • y • 17'-0"' p � � roN E L 6 N. (7 Q) ,n to 8 Z N. N O O • • �' \ -LIwin uoM E w 57c�� �' \ co -p w I�L�-(-JAI 1 �' Q O e M E o 5 • B.O. AWNING h O o E 12'-0" r = o 0 NI W J X o 1V) 3 N • DOOR HEAD gb MI O NM 2 • 81-8" i v T 2 0 in el 5 al N ISMss M I © to M F.F. N p_p Y o 1 N N SHEET E li 6 N Oi 1 o cv r2Th SIDE ELEVATION (SOUTH) A3 . 0 cs a ' :k3.0 SCALE: 1/4" = 1'-0" Z 0 a i A 1B I C I D I E I F I G I H EXTERIOR MATERIAL LEGEND w CC E. z KA ) LAP SIDING 0 • 0 1 Q ( B ) MASONRY VENEER J t % 0_ O A4.0 A4.0 I- V- rCi on S STEEL SHEET METAL CAP FLASHING 0 re J IX a O N Q \ - ) STOREFRONT SYSTEM, DOOR, FRAMES, SPACERS X I- < C_7 \ O N < co ~ SSTEEL AWNING - DEFERRED SUBMITTAL W `M I— d' O • In r' T.O. PARAPET a I— $20'-0" ( .? ) Kt ) 1. ( CO ( t ) EXTERIOR COLOR LEGEND 0 Cl) U 0 �T.O. PARAPET ,7' 0" 1 • • d W PER OWNER OPTION 2 B.O. AWNING SYMBOLS ` 12'-0" (At STOREFRONT WINDOWS, SEE WINDOW TYPES AND DETAILS SHEET A2.1 oik DOOR HEAD • • O Cl) 8-B DOOR TYPE, SEE DETAILS SHEET A2.1 Z 7---- —MATERIAL O ( t >_COLOR Q, , a s w , KEYNOTES Ij F.F. 4 $0,_0,' 1 WALL SCONCE 3 0 NOT USED JJ 0 CONCRETE CURB - SEE CML DETAILS ii REAR ELEVATION (WEST) v) 1/4_3.1.2SCALE: 1/4" = 1'-0" 05 W CC i- 0 H ce — N o_ -aLsj Co E 5 U (7 N O 5 5 O Q wU o z 0 K Ww N w m 3 cc 0 0 U Z_ A4.0 4 cos N t. M ( co r•-) C.-- cr) ,_ o N 20'_OPARAPET _ i N ( (( E ) • \ 1 ) ( 1 ) \ 1 ) 0 , o YT.O. PARAPET • C Nrn � � u 17'-0" I f o N� m � � ginM 1 f U 5 B.O. AWNING � • 30o0 3 12'-0" > 1- � w ck DOOR HEAD I • • • M `- m 81-8" • C o 0 I La 3 , — /10 F.F. t � di. 0,-0" I 6 SHEET A Mi 2 REAR ELEVATION (NORTH) A3 . 1 A3.1 SCALE: 1/4" = 1'-0" A B C D E F G H W O � O Liu 1 J V o 5 O Q LL r w JaOINQ T.O. PARAPET iiQ N F- 20'-0" ' VrailWM V. O T.O. PARAPET Dr. RIGID ROOF INSULATION 2 L() r SLOPE 1/4"/FT. MIN. 171-0" SLOPE 1/4"/FT. MIN. OVER SHEATHING 5 r NSULATION TRUSS BEARINGRIGID OVEROOF SHEATHINGTRUSS BEARING \ O U \ / \ / \ / \ / \ / \ /�\ / \ / \ / \ T.P. \ / \ / \ / \ / \ / \ / \ / ' \ / \ / \ / \ / \ / \ / \ / \ / = T.P. \ / \ / \ / \ / \ / \ / \ / ', \ / \ / \ / = VARIES \ / \ / \ / \ / \ / \ / \ / • \ / \ / \ / \ / \ / \ / \ / \ / 3 VARIES \ / \ / \ / \ / \ / \ / \ / \ / \ / \ / _ V V v v v V = V \/ V v \/ v v v v v v v v 1 - \/ v V� _ MANUF. TRUSSES = MANUF. TRUSSES -_ 2 BATT INSULATION TIP. 8" CONC. SLAB CEILING- _ = BATT INSULATION SEE 10/54.0 € Typ Y 8" CONC. WALL z 01)Z SEE 10/S4.0 = O RETAIL BREAK ROOM - SUITE 'B' OFFICE 1 CLOSET 5 STORAGE AREA 1 • ` - y W 11 7/8" REDI-65 = 11 7/8" REDI-65 rE ® 16" O.C. 6" SLAB ON _ = ® 16" O.C. 0 FINISH FLOOR GRADE FINISH FLOOR O 0.001= 0.00'= ��FOOTING W d8ML _ cStSiStSt . . �_;�.‘, , c�StStR, �' cSiStSiSL \,\,\��\,,,\, i\v ,./ :; _ nrrsr As 4r;.AAArrru/r[rrrirs AMn+• \ \/\/\/\ `" \` \/"\` \` \ \ \ \V\\�\V\\�\\�\�\� CO Ii 3 a 1 \ BUILDING SECTION 2\ BUILDING SECTION �A4.0 / 1/4" = 1'-0" A4.02 1/4" = 1'-0" U, 0 U) w p H cc N a a o 0 cm con N Z w O J cc O N o Wm c L..., d c cc g O U O Z N 4 T.O. PARAPET �, GENERAL NOTES oco Pcoca = VARIES a _ j ® A. SEE SHEET A0.1 FOR LEGEND, GENERAL NOTES, MOUNTING HEIGHTS AND --' N N oN N WALL TYPES. < ���_ o o - O M n�\ O B. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. a m - m m m m m - - - - - - - - - - - O N o i 0- d C. SEE SHEET A2.1 FOR WINDOW AND DOOR SCHEDULES. o MANUF. TRUSSES a rE -_ , BATT INSULATION 0 w o BATT INSULATION ` N rn Loo -0 . INSULATION NOTES mN 1' TYP. Z I n C z o I I o s SUITE 'B' RETAIL ROOF INSULATION SHALL BE RIGID R-21 WITH NAILABLE TOP SURFACE. ? o \ m 0 ,- � -o N r<=-- 2 X 4 WALL INSULATION SHALL BE R-13 KRAFT FACED BAITS. j��� \ 0 r-77).12.) o -i 2 X 6 WALL INSULATION SHALL BE R-21 KRAFT FACED BATTS CO EXTERIOR. J °...‘ w p `g ¢i 5 r mom .. 3 0 11 7/8" REDI-65 FLOOR INSULATION SHALL BE R-30 ~ 3 di0 ® 16" O.C. 1 1/8" T&G V) N FINISH FLOOR A _ CONCRETE SLAB INSULATION SHALL BE R-15 ^o m L O 0.00= • I I I I I I I I I I I I I I I I I I I I I I I I I 11 11 11 1 1 1 1 1 1 1 1 1 1 11 1 1 1111 1 1 11 1 1 WHERE INSULATION IS EXPOSED, USE FOIL FACE BATTS OR FSK Mi c i\\�\i \moi` � % �\<�• 3 �y �/ �� FOOTING- ,/: \y� ;�/ T iii/ �i /? \ ii v •/ vi / / v / / / / vv '/ / / / vi / / iv vv '/ / / / / / / v -/ vi -/ / v -/ v / / v '/ / v / iv / v -/ / / •/ / •/ ,iv ,/ •/ •/ ,/ i ,i vv ,/ ,i ,i ,i .i ,/ -/ vv i / / / /. ' 4.N\' &,�\^ A\\A ,. /,. . /,. ,. /, /,. / G. , / , , / , /iy\ \\\\\\\\/\\\\\\\\y\� 2 •U d 3 N raM� BUILDING SECTION M I- SHEET � o 6 /Z\ o co A4 . 0 c5 o> Z A B C D E F 1 G H 0 ROOFING SPECIFICATION o z 0 PROVIDE A UL APPROVED CLASS B 50 MIL WHITE PVC ROOF MEMBRANE OVER RIGID INSULATION. SEE SECTIONS ON SHEET A4.0 FOR R VALUES. HEAT SEAL N I ` LU , .. ALL JOINTS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. PROVIDE PVC COATED FLASHING FROM THE SAME MANUFACTURER AT CURBS, PIPE 1 G $ PENETRATIONS, AND PARAPET SCUPPERS. PVC ROOF MATERIAL SHALL CARRY A MINIMUM OF 20 YEAR MANUFACTURERS GUARANTEE. CONTRACTOR SHALL C) c r O WARRANTY ROOF ASSEMBLY AND ADJACENT METAL FLASHING AS WATERPROOF FOR 2 YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION. ILr ROOF COVERINGS INSTALLED ON LOW-SLOPE ROOFS (ROOF SLOPE < 2:12) IN ACCORDANCE WITH SECTION 1507 SHALL DEMONSTRATE PHYSICAL INTEGRITY W 0 N re OVER THE WORKING LIFE OF THE ROOF BASED UPON 2,000 HOURS OF EXPOSURE TO ACCELERATED WEATHERING TESTS CONDUCTED IN ACCORDANCE WITH ASTM 1.1 IX d O Ne G 152, ASTM G 155 OR ASTM G 154. (OSSC 1505.6) _.I J • ROOF COVERINGS INSTALLED ONLOW-SLOPE ROOFS (ROOF SLOPE < 2:12) IN ACCORDANCE WITH SECTION1507 SHALL RESIST IMPACT DAMAGE BASED ON THE V Cf) < N I- RESULTS OF TESTS CONDUCTED IN ACCORDANCE WITH ASTM D 3746, ASTM D 4272, CGSB 37-GP-52M OR THE 'RESISTANCE TO FOOT TRAFFIC TEST"IN N SECTION 5.5 OF FM 4470. (OSSC 1505.7) IX M ~ d /' w Ln O \VI" THERMOPLASTIC SINGLE-PLY ROOF COVERINGS SHALL COMPLY WITH ASTM D4434, ASTM D6754, ASTM D 6878 OR CGSB CAN/CGSB 37-54. (OSSC 1505.7) in r IC � 1 . 0 C) 1 KEYNOTES // 1O ALLOWABLE AREA FOR HVAC UNITS 2 0 / 0 CRICKET l / * Y ,� // 0 ROOF ACCESS HATCH 0 WALK PADS - 30" x 30" PEEL AND STICK z 0 O SCUPPER Sc DOWNSPOUT - SEE 2/A5.0 AND 3/A5.0 J il 0 L __ 0 0 0 �c: J re 3 N_ N O N w d' 1- ZOin. H c - N d W a O O N O Z ' Z w U _I CC W J W d CC 0 0 U Z C C 4 0 N co m co co co r O O N Q \\� O J O O r O N CC 0 di 1--__9 ROOF PLAN C) N o J W O DNNj0, E "O in cr, in Li)/ " TYPE 'X' GYP. BD. 1 o. 0 cu. a / /LII: SIDING 0 \ J 8 'n 2 'N L- Mcc m W U) o °' p REGLET AND SIDING—�„ SHEATHING ° cx COUNTERFLASHING \ rig \ FLASHING ` V < o o E 12 c U' CASING BEAD • D o 5 �� ; COLD PIPE w J X ; o SEALANT ® NOTES: - PROVIDE 1" x 2" x 16" STEEL 3 > H g N PENETRATION • WATER BLOCK -- -- PLATE. PAINT ALL ALL SURFACES N N v 1. IF BOTT. LAYER OF CAULKING . OF PLATE N m .� " ' UNREINFORCED FLASHING \ 0 r SCUPPER, INSTALL PER ■- STAINLESS STEEL CLAMP , MANUFACTURE'S SPECS F MEMBRANE MUST BE SPLIT '/ TO FIT AROUND STACK, A C �? I (2) " x 6" LAG BOLTS THROUGH 3 /,I 6"W FLASHING STRIP ,= BONDING ADHESIVE 1. 6" ANCHOR CONDITION BOX WALL numunnnnno - / MUST BE HEAT WELDED �' /c — OVER SPLIT. UNREINFORCED 2 PIECE, 7 a _ ROOF SYSTEM /\ // a • ROOF SYSTEM • MEMBRANE FLASHING C / \ I / 3" OVERFLOW NOZZEL, 2,EPLTHE / /c •� j' DOWNSPOUT " HEAT WELDED LAP N SEALANT 0 ROOF MEMBRANE / i�- - - 1 / PENETRATION I �" • Ln nnul�I I�lunll VERIFY w/STRUCTURAL DWGS — \— 2"x1/2" STEEL PLATE STRINGERS 18" M Ni nnnn I anon / illt 2X BLOCKING — p APART, RADIUS ENDS INSULATION PLATES a SCREWS, 3 PER' , ANCHOR CONDITION, SEE ABOVE ,/,..4 ,./ �� STACK ' - �� 3/4" DIA. STEEL BAR RUNGS AT 12" . / I; / , ma • O.C. VERTICALLY MAX. VERIFY I' SHEA1}IING NUMBER AND SPACING AT EACH SHEET E 6I: LADDER A n I< -11 i' ° ANCHOR CONDITION, a' V '— I, SEE ABOVE / op STUD WALL A 5 . 0 I SECTION N 0 K2. SCUPPER, DOWNSPOUT & OVERFLOW DETAIL 3. PIPE PENETRATION SEAL ROOF ACCESS LADDER zA5.0 / 3" = 1'-0" A5.0 / 3" = 1'-0" C4) 5. 3/4" = 1'-0" o a A B C D E F G H W cc z . 0 co = oSW 1 \ ti a V c 7 0 Ce0Q. ONQ (2) 160 NAILS EA SIDE Q J N 0 BOTTOM CORD OR TRUSS BLOCKING VF - BETWEEN BOTTOM CORDS — z V Cl) : Dc I W6I— 'trO FINISH VARIES, REFER SIMPSON HTC4 ROOF TRUSS - _ _ 5 M r r CLIP. INSTALLED EVERY OTHER, _ TO INTERIOR ELEVATIONS TRUSS OR 64" O/C MIN. 12^TOP PLATE 0 Cl) V PERPENDICULAR TO TRUSS (_) FINISH VARIES, REFER TO BOTTOM CORD OR TRUSS BLOCKING `INTERIOR ELEVATIONS BETWEEN BOTTOM CORDS �1 2x WOOD STUDS - 1/2"6x6" TITER HD WI 2-3/4" - \ ti.. III MIN. EMBED ® 48" 0/C AT t SLAB, 16d ® 4" O.C. TO 2X WOOD STUDS 2 2X PLATE, I X--.- HEM FIR OR BETTER X SIMPSON HTC4 ROOF TRUSS _ - P.T. AT CONC. .... BLOCKING AT WOOD FLOOR CLIP. INSTALLED EVERY OTHER, -' Z 1 y 4 II FINISH VARIES, REFER TO TRUSS OR 64" 0/C MIN. 2x TOP TE U INTERIOR ELEVATIONS SECTION PLAN PARALLEL TO TRUSS [I\ TYPICAL NON-BEARING STUD WALL \20 0 NOT USED _- .3 SLIP TRACK DETAIL \4\ NOT USED J A6.0 1-112" = 1'-0" \ A6. A6. 1" = 1'-0" A6.0 ICCW METAL COPING0 METAL COPING �, — - %,_ � I • I 3 • I CANT STRIP SINGLE PLY MEMBRANE ROOFING OVER RIGID ROOF INSULATION OVER SHEATHING RIGID ROOF INSULATION SHEATHINGcn 0 cLi LEDGER ♦♦♦4,.♦.♦♦♦♦ J i ♦♦♦♦♦♦♦♦♦.♦♦♦♦♦♦ 1- �l ROOF SHTG. LEDGER z 1- > N BLOCKING � o w a z z BLOCKING �� � oo O J K = STRUCTURAL z w c� o w w BLOCK J s o w n Ea y o 4 -CS e' PRE-ENGR. TRUSSES `s SHEATHING co o SHEATHING t� N N v O O ON N N ) Q \\M O •- O •- N H -\` W O O 6 d- PRE-ENGR. ci 0 >-. N. co TRUSSES w o _ H C ) N. NO) up0 U -30 � oz ° I c J �� ° m o up M ai w ing ) O n co 0 L 0.L c ZO OS) OPn N NI 5 � w12 � X 3 g CV CV 5\ PARAPET DETAIL 6 PARAPET DETAIL [7\ NOT USED 3 T 2 U .0 O a N M N in M_ N O O 1 N N V' a 6 SHEET n cV co A6 . 0 N O O z 'O N O E.: A B I C. I D E F G H W DISCLAIMER REINFORCING: STRUCTURAL OBSERVATIONS 0 0 THESE PLANS HAVE BEEN LICENSED TO THE CUSTOMER FOR USE IN THE CONSTRUCTION OF ONE BUILDING ONLY. USE OF 1. ALL REINFORCING STEEL FOR CONCRETE AND MASONRY TO BE GRADE 60 AND SHALL CONFORM TO I.B.C. STANDARDS 1. STRUCTURAL OBSERVATIONS BY THE ENGINEER OF RECORD OR HIS REPRESENTATIVE SHALL BE REQUIRED AT THE FOLLOWING E" iii 3: C7 ANY PART OF THE PLANS BY ANY PARTY OTHER THAN THE CUSTOMER, EXCEPT ON LOAN BY THE CUSTOMER TO THIRD APPROXIMATE TIMES DURING CONSTRUCTION: N PARTIES NECESSARY TO ASSIST THE CUSTOMER IN USING THE PLANS, SUCH AS CONTRACTORS AND SUBCONTRACTORS, IS AND ASTM A615. J lam imr.: LU U O LU STRICTLY PROHIBITED. THE PLANS MAY NOT BE RE-USED OR COPIED, IN WHOLE OR IN PART, WITHOUT WRITTEN A. FINAL OBSERVATION PRIOR TO FRAMING COVER BY FINISH MATERIALS. a 1 PERMISSION FROM EMERIO DESIGN AND EMERIO DESIGN, WHICH RETAINS COPYRIGHTS TO, & OWNERSHIP OF THE PLANS. 2. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE "MANUAL OF STANDARD PRACTICE FOR DETAILING O 7 0 REINFORCED CONCRETE STRUCTURES" ACI STANDARD 315. B. PRIOR TO POURING OF CONCRETE FOUNDATIONS. LL r De ADAPTATION OF THE PLANS TO MEET SPECIFIC STATE AND LOCAL BUILDING CODES AND REGULATIONS, AND SPECIFIC SITE � O CONDITIONS, IS THE RESPONSIBILITY OF THE CONTRACTOR. IN ADDITION, EMERIO DESIGN AND EMERIO DESIGN WILL NOT BE W C) RESPONSIBLE FOR ANY DAMAGES RELATING TO THE ACCURACY AND OVERALL INTEGRITY OF THE PLANS IN EXCESS OF THE 3. PROVIDE 2'-C" x 2'-0° CORNER BARS TO MATCH HORIZONTAL REINFORCING IN WALLS AND FOOTINGS AT ALL re 4:( (n Q FEE PAID FOR THEIR USE. THE CONTRACTOR, THEREFORE, MUST CAREFULLY INSPECT ALL DIMENSIONS AND DETAILS IN THE CORNERS AND INTERSECTIONS. 2. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD SEVEN (7) CALENDAR DAYS IN ADVANCE OF COMPLETION POINT 0 N PLANS FOR ERRORS OR OMISSIONS. REQUIRING SITE OBSERVATION J d J 1• 0 4. SPLICES IN WALL AND SLAB REINFORCING SHALL BE LAPPED 48 DIAMETERS AND SHALL BE STAGGERED AT LEAST Q X 4'-0°, ALTERNATE BARS.. C) Q GENERAL NOTES:_ 5. ALL OPENINGS SMALLER THAN 30" x 30" THAT DISRUPT REINFORCING SHALL HAVE AN AMOUNT OF REINFORCING SPECIAL INSPECTION W rrej ~ d' 0 PLACED BOTH SIDES OF OPENING EQUAL TO THE AMOUNT DISRUPTED AND EXTENDING 2'-O" EACH SIDE OF C 0 1. ALL WORK IS TO COMPLY WITH THE 2014 OREGON STRUCTURAL SPECIALTY CODE AS ADOPTED BY THE LOCAL OPENING. 1. REQUIRED SPECIAL INSPECTIONS SHALL BE PREFORMED BY AN INDEPENDENT SPECIAL INSPECTOR (CERTIFIED BY THE STATE OF: G M OREGON PER SECTION 1701 OF THE INTERNATIONAL BUILDING CODE ( IBC ) FOR THE FOLLOWING JURISDICTION. ALL WORK IS TO BE APPROVED BY THE LOCAL JURISDICTION PRIOR TO BEGINNING CONSTRUCTION.. G r E- 6. PROVIDE TWO #4 CONTINUOUS BARS AT TOP AND BOTTOM OF ALL WALLS UNLESS NOTED OTHERWISE ON PLAN. U) U 2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO NOTIFY THIS OFFICE OF ANY ERRORS OR A. DURING THE TAKING OF CONCRETE TEST SPECIMENS AND THE PLACING OF REINFORCING AND CONCRETE. VERIFY 0 OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 7. LAP ALL BARS IN INTERSECTING FOOTINGS 2'-0" OR 30 DIAMETERS, WHICHEVER IS GREATER. REINFORCING SIZE, PLACEMENT, AND GRADE. (PERIODIC) C) 3. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. 8. REINFORCING SHALL NOT BE BENT OR DISPLACED FOR THE CONVENIENCE OF OTHER TRADES UNLESS APPROVED BY B. VISUAL INSPECTION OF ALL STRUCTURAL WELDING, EXCEPT WELDING DONE IN AN APPROVED FABRICATOR'S SHOP. THE ENGINEER. 4. DESIGN LOADS: (PERIODIC) ROOF SNOW LOAD: 25 PSF (PLUS DRIFTING) 9. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL SHALL BE: C. INSPECTION OF INSTALLATION OF METAL DECK. (PERIODIC) 2 FLOOR LIVE LOAD: 100 PSF 3" TO BOTTOM OF FOOTING 2" TO EXTERIOR FACE OF WALL 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, 5. CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL, PLUMBING, AND HVAC INSTALLATION AND PERMITTING. 1 1/2° TO INSIDE FACE OF WALL CONTRACTOR, AND BUILDING OFFICIAL Cl)1 1/4° FROM TOP OF SLAB ON GRADE vI 6. EMERIO DESIGN SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, ACTS OF OMISSIONS OF W THE CONTRACTOR OR SUBCONTRACTOR(S) OR FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE 10. ELECTRICAL CONDUIT SHALL BE PLACED NEAR CENTER OF SLAB. l' WITH THE CONSTRUCTION DOCUMENTS. ANY DEFECT DISCOVERED IN THE CONSTRUCTION DOCUMENTS SHALL BE O BROUGHT TO THE ATTENTION OF EMERIO DESIGN BY WRITTEN NOTICE BEFORE PROCEEDING WITH WORK. 11. PROVIDE DOWELS FROM FOOTINGS TO MATCH ALL VERTICAL WALL, PILASTER, AND COLUMN REINFORCING. LAP 30 REASONABLE TIME NOT ALLOWED EMERIO DESIGN TO CORRECT THE DEFECT SHALL PLACE THE BURDEN OF COST AND DIAMETERS OR 2'-0" MINIMUM. Z LIABILITY FROM SUCH DEFECT UPON THE CONTRACTOR. SHOP DRAWINGS J 7. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY BRACING FOR WIND LOAD, OR OTHER LATERAL OR STRUCTURAL AND MISCELLANEOUS STEEL 1. SHOP DRAWINGS ARE REQUIRED FOR THE FOLLOWING: Q VERTICAL FORCES, UNTIL THE STRUCTURE IS COMPLETE, INCLUDING BUT NOT LIMITED TO, LATERAL BRACING �y ASSEMBLIES, AND ALL FRAMING, INCLUDING FINAL ROOF FRAMING. 1. DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE STEEL CONSTRUCTION MANUAL OF AISC. LL A. FOUNDATION REINFORCING. 8. MECHANICAL EQUIPMENT, MECHANICAL AND SPRINKLER PIPING LARGER THAN 2" DIAMETER OR OTHER ITEMS 2. ALL PLATES AND ANGLES TO BE A36. ALL WIDE FLANGE SECTION AND CHANNELS TO BE GRADE 50 STEEL (SEE PLANS) I' PRODUCING A HANGER LOAD OVER 50# SHALL BE HUNG BY A SYSTEM APPROVED BY THE DESIGN AGENCY. ANY B. STRUCTURAL STEEL, INCLUDING METAL CANOPIES. t 1 HANGER PRODUCING A LOAD OVER 250# SHALL HAVE ADDITIONAL FRAMING INSTALLED TO TRANSFER THESE LOADS 3. ALL WELDS TO BE MADE BY CERTIFIED WELDERS TO AWS STANDARDS WITH E 70XX ELECTRODES. USE WELD METAL WITH CHARPY V TO THE MAIN STRUCTURE BEAMS OR WALLS UNLESS OTHERWISE APPROVED OR NOTED. V - NOTCH TOUGHNESS OF 20 OR GREATER AT 70 DEG F C. CONCRETE MIX DESIGN. 9. IF CONFLICTS BETWEEN THESE PLANS, DETAILS AND/OR THE DESIGN DRAWINGS SHOULD ARISE, THE MOST 4. BOLTS TO BE A307 UNLESS NOTED OTHERWISE. D. ROOF TRUSSES LL RESTRICTIVE CONDITION SHALL CONTROL THE WORK TO BE PERFORMED. l' 3 5. DO NOT OVERSIZE DRILLED OR PUNCHED HOLES WITH BURNING TORCH. 2. THE SHOP DRAWINGS WILL BE PROVIDED TO THE ENGINEER OF RECORD AT LEAST ONE WEEK PRIOR TO FABRICATION FOR REVIEW. Co 10. SPECIFIC MANUFACTURERS AND MATERIALS DEPICTED ON THESE PLANS ARE AN INDICATION OF QUALITY AND 6. ALL HIGH STRENGTH BOLTS, MATERIAL AND INSTALLATION SHALL CONFORM TO ASTM A325SC. STRENGTH. VERIFY ALL CONSTRUCTION MATERIAL SUBSTITUTIONS WITH CURRENT APPLICABLE BUILDING CODES AND LOCAL BUILDING OFFICIALS PRIOR TO INSTALLATION/SUBSTITUTION, AS WELL AS WRITTEN APPROVAL FROM EMERIO 7. IN THE WELDING OF PLATES TO INSIDE OF WIDE FLANGE BEAMS OR COLUMNS COLUMNS, NO WELD SHALL BE ALLOWED FROM THE DESIGN. MIDPOINT OF THE RADIUS OF THE FLANGE TO THE WEB OF FILLET TO A POINT ON THE WEB 1 INCH PAST THE POINT OF WOOD FRAMING TANGENCY OF THE FILLET. 1. ALL GLUE LAMINATED BEAMS TO BE 24F-V4 DF/DF (AT SIMPLE SPAN BEAMS) AND 24F-V8 DF/DF (AT MULTI-SPAN AND CANTILEVER BEAMS) PER AITC SPECIFICATIONS. APPERANCE GRADE TO BE INDUSTRIAL U.N.O. FOUNDATION NOTES: 2. ALL GLUE LAMINATED MEMBERS SHALL BE NOTCHED, SHAPED AND FINSHED AS PER PLANS AND SPECIFICATIONS AND SHALL BE in PREFABRICATED ROOF JOISTS FABRICATED WITH WATERPROOF GLUES. o 1. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS N REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW THE FINAL GRADE AND BE EMBEDDED A MINIMUM DEPTH PER 1. ALL ROOF MEMBERS SHALL BE MANUFACTURED BY A LICENSED MANUFACTURER. 3. ERECTION OF MEMBERS SHALL CONFORM TO AITC SPECIFICATIONS NO. 105 (LATEST EDITION) s LOCAL REQUIREMENTS FOR FROST DEPTH. 2. ALL JOISTS SHALL CONFORM TO ALL PROVISION OF THE 2010 OSSC. 6 �' i r N 4. CAMBER BEAMS TO TRUE LINES UNDER 1.50 TIMES DEAD LOAD DEFLECTION EXCEPT AS OTHERWISE SHOWN. 2. SOIL BEARING PRESSURE ASSUMED TO BE 1500 PSF. a Lu 0_ o 3. JOIST SHALL NOT EXCEED A LIVE LOAD DEFLECTION OF (ROOF : L/360 ) OR THE WORKING STRESSES AS SHOWN IN THE I.B.C. 5. CERTIFICATES OF INSPECTION #1 AND #2 FROM AITC OR AN INDEPENDENT TESTING LABORATORY WILL BE REQUIRED. E ' z �' N STANDARDS FOR APPROPRIATE MATERIALS FOR THE LOADS INDICATED ON THE DRAWINGS. cn ov o w w 3. MAXIMUM SLOPE OF CUTS AND FILLS TO BE TWO (2) HORIZONTAL TO ONE (1) VERTICAL FOR BUILDINGS, a c`' d cc ce 6. ALL LUMBER SPECIES AND GRADES TO BE AS FOLLOWS U.N.O. : O ° W RD STRUCTURES, FOUNDATIONS, AND RETAINING WALLS. 4. PRIOR TO FABRICATION, JOIST MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS AND CALCULATIONS `" m A. JOISTS, BEAMS AND STRINGERS DOUGLAS FIR #2 s WITH OREGON REGISTERED PROFESSIONAL ENGINEER'S SEAL. SHOP DRAWINGS SHALL SHOW CLEARLY THE ERECTION PLAN, 6" NOM. & GREATER BEAMS AND STRINGERSDOUGLAS FIR #1 it 0 4. ANY FILL UNDER GRADE SUPPORTED SLABS AND FOUNDATIONS TO BE A MIN. OF 6" GRANULAR MATERIAL LOADINGS (TYPICAL AND SPECIAL), JOIST TYPES, AND BRACING REQUIREMENTS (FOR ERECTION AND FOR JOIST COMPRESSIVE B. BUCKS, BLOCKING, BRIDGING & MISC. DOUG FIR (ANY) c.) COMPACTED TO 95% PER STANDARD PROCTOR (ASTM D-1557). MEMBERS). C. 2x STUDS DOUGLAS FIR #2 z 4 D. TOP AND BOTTOM PLATES DOUG FIR (ANY) 5. CONCRETE MIX AND 28 DAY STRENGTH OF CONCRETE TO BE MIXED PER MFR. REQUIREMENTS. 5. CAMBERS: ROOF MEMBERS 1.25 DEAD LOAD E. IN CONTACT WITH CONCRETE PRESS. TREATED F. POSTS DOUG FIR #2 6. CONCRETE SLABS TO HAVE CONTROLS JOINTS AT 20 FT. MAX. INTERVALS EA. WAY. SLABS ARE TO BE 5-7% AIR 6" NOM. & GREATER POSTS DOUG FIR #1o c ENTRAINED. 6. MANUFACTURER SHALL COORDINATE LOCATION, SIZE AND WEIGHT OF MECHANICAL EQUIPMENT WITH MECHANICAL ENGINEER AND CO CO o CONTRACTOR. VERIFY LOCATION AND SIZE OF DUCT OPENINGS. PROVIDE ADDITIONAL JOISTS AS NECESSARY. 0 0 0 a a- 7. FRAMING ANCHORS, JOIST HANGER, POST CAPS, ETC. TO BE "SIMPSON" OR APPROVED EQUAL - N mi �0 0 7. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. o v co d 7. ALL BRIDGING, BEARING HARDWARE, BLOCKING, HANGERS, ETC. THAT CONNECT TO THE JOISTS SHALL BE PER THE JOIST 8. ALL BOLT HEADS AND NUTS BEARING ON WOOD TO BE PROVIDED WITH AN OVERSIZED WASHER. M CO MANUFACTURER. 0' r 8. DO NOT BACKFILL WALLS UNTIL MINIMUM REQUIRED CONCRETE STRENGTH HAS BEEN MET. - o N vi 8. ERECTOR SHALL EXERCISE EXTREME CARE DURING ERECTION OF JOISTS TO PREVENT THEM FROM BUCKLING LATERALLY. PROVIDE 9. ALL FASTENERS SET INTO PRESSURE TREATED WOOD SHALL BE CORROSION RESISTANT IN ACCORDANCE WITH IBC 2304.9.5. 9. ALL ANCHOR BOLTS ARE NOT TO BE "WET-SET", AND ARE TO BE PLACED PRIOR TO CONCRETE PLACEMENT. LATERAL BRACING AS NECESSARY. z 10. WHERE PRESSURE TREATED LUMBER IS REQUIRED AT CONCEALED INTERIOR LOCATION NOT EXPOSED TO WEATHER (SILL, PLATES, 9. MANUFACTURER TO INSPECT ALL JOISTS AFTER THEY HAVE BEEN ERECTED AND SHEATHING, BRIDGING, BLOCKING, ETC. HAS BEEN LEDGER,ETC.) USE A SODIUM OR ZINC BORATE TREATMENT WITH MINIMUM RETENTION OF .17/.25 PCF. LEDGER ATTACHED TO N N INSTALLED. MANUFACTURER TO SUBMIT CERTIFICATE TO ENGINEER THAT THE INSPECTION WAS MADE AND THAT JOISTS ARE IN MASONRY OR CONCRETE AT INTERIOR LOCATION NOT EXPOSED TO WEATHER MAY BE INSTALLED WITH 30# FELT BETWEEN THE 1 CONCRETE: ACCEPTABLE CONDITION AND MEET WITH THE MANUFACTURER'S DESIGN AND INSTALLATION REQUIREMENTS. WOOD AND THE CONCRETE ( OR MASONRY ) IN LIEU OF USING PRESSURE TREATED LUMBER. 0LLI CO 10. JOIST MANUFACTURER TO ENSURE NAILING PATTERNS ARE CONSISTENT AND ACCEPTABLE PER PLANS, INCLUDING ROOF 11. ALL NAILING TO BE PER TABLE 2304.9.1 OF THE I.B.C. NAILS CALLED FOR ON THE DRAWINGS ARE TO BE COMMON. p - n co N E 3 1. AVERAGE CONCRETE STRENGTH AS DETERMINED BY JOB CAST LAB CURED CYLINDERS AT 28 DAYS PLUS INCREASE a, N ; cn IS SHEATHING NAILING, AS WELL AS WALL ANCHORAGE DETAILS. ,Orn '? °' DEPENDING UPON THE PLANTS STANDARD DEVIATION AS SPECIFIED IN ACI 318 SHALL BE: 3000 PSI MINIMUM 12. CUTTING AND NOTCHING OF JOISTS NOT ALLOWED. 1" DIAMETER HOLE MAY BE DRILLED IN THE CENTER 1/3 OF THE MEMBER o Z I I •r. v U.N.O. DEPTH. ALL OTHER HOLES TO BE APPROVED. o m , M m H \" to co -8 o 2. MINIMUM MIX REQUIREMENTS: 13. STUDS MAY BE NOTCHED IN THE LOWER 1/5 OF THE HEIGHT OF STUD FOR ELECTRIC AND PLUMBING PIPES, BUT NO PART OF y��1 3%. \ r 0 0 Z A. CEMENT CONTENT PER YARD: 5 SACKS 0 3000 PSI NOTCH IS TO BE DEEPER THAN 25% OF WIDTH OF STUD. �uuJ o p o 0 r cZLOin E ron 6 SACKS 0 4000 PSI o...� 0 5 5 1/2 SACKS 0 SLAB ON GRADE 14. HOLES OF DIAMETERS UP TO 1/3 OF WIDTH OF STUD MAY BE DRILLED IN STUDS BUT NOT IN CENTER 1/3 OF THEIR HEIGHT. w J X 3 0 B. SLUMP: 2 TO 4 INCHES. DEVIATION FROM DESIGN SLUMP = +1/2" TO -1" 15. ALL MEMBERS 2 X OR LESS ( LEAST DIMENSION ) SHALL BE KILN DRIED. vii > ~ L` 3 N C. AIR ENTRAINMENT: PER ACI AT ALL EXTERIOR SLABS. N D. ADMIX: WATER REDUCING ADMIX FOR ALL SLABS. p. m 16. SHEATHING TO BE APA RATED WITH EXTERIOR GLUE, NOMINAL SIZE AS NOTED ON THE DRAWINGS. INSTALL ROOF AND FLOOR C 3. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. SHEATHING WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND STAGGER END JOINTS. INSTALL WALL SHEATHING EITHERPI' co j HORIZONTAL OR VERTICAL AND BLOCK ALL EDGES OF SHEATHING WITH 2 X 4 OR THICKER BLOCKING. ; 0 4. AT AREAS OF DEPRESSION FOR SLABS AND BEAMS, PROVIDE MINIMUM THICKNESS OF DEPTH AS FOR ADJACENT LOWER FLOOR SHEATHING: 1 1/8" T&G U.N.O. 3 AREAS UNLESS OTHERWISE SHOWN. ROOF SHEATHING: 3/IrT&G CDX U.N.O. = WALL SHTG: 7/16" APA-RATED SHTG., BLOCK ALL EDGES 5. SLEEVES THROUGH BEAMS AND SLABS FOR MECHANICAL LINES SHALL BE FABRICATED FROM STANDARD WEIGHT o STEEL PIPE OR ABS SLEEVES. 0 3 N 6. SLEEVES, PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS ,,, EFFECTIVELY COATED. ,'"n M_ N O O I N N NI- SHEET 6 A 0 M O) i co 50 . 0 ci > 0 Z v N .-, O d A B C D E F G H W O • O co� = o % CC FOUNDATION NOTES a - ot- o '' °' moo LLJ0 re 1. SEE A SHEETS FOR ADDITIONAL DIMENSIONS QODe r N Q o- ''nn 2. PLACE 6"COMPACTED GRAVEL UNDER ALL FOOTINGS AND SLABS. Q mai F- V 3. C.J. =CONTROL JOIST V co co N re of) qt 4. VERIFY ALL DIMENSIONS W/A-SHEETS, CIVIL DRAWINGS, AND SURVEY W in I-- - Q 5 M ' r > o u) 6- O KEYNOTES _ / A O 8" CONCRETE STEMWALL ON 16"WIDE BY 8" THICK FOOTING / \ \ / - \\\\ \ \ O 6" CONCRETE SLAB ON GRADE WI#3 @ 18" O.C. E.W. CENTERED IN SLAB, SEE 8/S4.0 2 . i4 \ / / I \ O 11 7/8" RED-165 @ 16" O.C.W/1 1/8"T&G SHTG. OVER 1 a a / \ \ Z A4.0 A4.0 / % \ I \\ \ O 51"x 51"x 18" FOOTING W/ HSS 4 x 6 x 3/16 COLUMN, SEE 4/S4.0 \\\\ O 27"x 27"x 12" FOOTING WITH#4 @ 12" O.C. E.W. A li / //� 90.0° / i / � , I AA\A 0 2x PONY WALL ON 16"X 8" CONT. FOOTING, SEE 3/S4.0 Z \ \\\\ 414.0 \\\\ 0 / 5 \ \\\\ O7 24"x 24"x 12" FOOTING W/(3)#4 E.W., CENTERED ON POST ABOVE p / / / 54.0 \ — -I ____\�\\ O PROVIDE 18"x 24" CRAWL SPACE OPENING AT PONY WALL TYP. Q 15.-2" / / / \ \ I I�\A 0 / % ,' / 7 \ O \\\\ O SURVEY CORNER TO BE STAKED, HOLD THIS POINT PER SURVEY .Z .r / / S4.0 \ \ 0 I \\\\ 1U BASIS POINT FOR DIMENSIONS O 3 1 / / 1 0 I I Vvvv LL s/ / 1 16 5 V > \ \\ \ / /' I I 84.0 I S4.0 I \ \ / i / \ \ 0 / 66 / S4.0 —/ 54.0 N _ _I Z _ — _ ti t \ I _ _ I L \ \ w I- - - - - - - ,— I �I - - - - -r - - - _\\\ � � \ p In cc —isia N 0 \ d w d p O_ O \ A CCm � NN 311-3" 11,-3" 0 \ o o w w I I I ' O I \ \ o o J � � N m I 0 O I I I I I 1 \\ o 4 sa.o co I Z s�� 7 I a 4 sa.o re \ I I I I I I II I o H I L — _ I I I — � I I 0 �\\\ \ CID CD N s 04 NJ N \ Q N II \\\ \ < co , O Z 22'-6 3/4„ 20,-6 1/2" © \\\ to rn - a io I iI I I I 54.0 \ \ o O '- N \ N N I— •clr I \ O co 0 $�u I I Q I I 0 -it- -r-i- I I \\� \ DAN ° E 3 4 I I I \ \ oZtom Q 0 I I I 0 I 0 I \\\ \ ra": QCMM o 5 I I I I I © \\\ \ MirUJ oLd a 3 01 \ \ \ Ci � HL� 3 N lilil N wt Eo \ 0 O U I I I I I \ �\ }� `° cp I w 3 A© 9Oo" 0 0 0 0 0 II 0 0 0 �sa.o2 I I 1 \ \ IP \ a '• II ff -m- W 00 0 0 Le M 4,-51/4" / 9,-91/2" / 8'-101/2" / 10'-43/4" / 7'-0" / 10'-43/4" / 8'-101/2" / 9'-91/2" / 8,-51/4" / o 0 I cv 78.0' / . SHEET J Ili co s1 .t Cir /C " FOUNDATION PLAN > 0 Z ..1.0 / 1/4" = 1-0" O. a A B C D E F G H W O • O STRUCTURAL WALL NOTES H W U 1. INTERIOR NON-BEARING WALLS AND BRACING PER A-SHEETS a 0 CV '< 2. VERIFY ALL DIMENSIONS WI A-SHEETS,CIVIL,AND SURVEY Q I— O N P Ix M ~ O W Lin lcr - O co U 0 © o SHEARWALL SCHEDULE A4.0 A4.0 MARK SHEATHING EDGE NAILING FIELD NAILING NOTES S 7116"APA-RATEDBd @ 4°O.C. Bd @ 12"O.C. DBL.STUDS AT • v SHEATHING PANEL EDGES 2 s , \ HOLDOWN SCHEDULE _I ♦ MARK 'SIMPSON'HOLD DOWN ANCHOR NOTES NOTES J ��/ Q NONE REQUIRED N/A N/A - JZ SHEARWALL AND HOLDDOWN NOTES:/ \ , , \ 7 Q \ / • 1. ALL PLYWOOD EDGES TO BE BLOCKED C‘ J 2. USE 2x PRESSURE TREATED MATERIAL WHEN IN CONTACT WITH CONCRETE. H EL 3. ALL EXTERIOR WALLS SHEATHED WITH CONVENTIONAL SHEATHING TO BE SHEATHED AND NAILED PER SHEARWALL SCHEDULE'A' U 4. ANY FASTENERS EXPOSED TO WEATHER TO BE GALVANIZED. 5. HOLDDOWNS OCCUR AT EACH END OF EACH SHEARWALL SEGMENT U.N.O. �/ 6. LAP WALL TOP PLATES 4'-0'MINIMUM Wl(8)16d EACH SIDE. Ids i 7. SPECIFIC PRODUCTS SHALL BE INSTALLED PER MANUF.SPECIFICATIONS. 8. SHEATHING ON SHEARWALLS SHALL NOT BE INERRUPTED BY ANY WALL BUTTING INTO Cl)// SHEARWALL. V/ 39. ALL NAILS TO BE COMMON NAILS. \, 10. ALL SHEARWALL TO HAVE 2x STUDS SPACED 16'MAX.O.C.MAX.U.N.O. % Vii/!;;/4///'„ /42//j/"//''/;,-.,,' , /' 11. ALL ANCHOR BOLTS TO HAVE 3"x3"x114"PLATE WASHERS,GALV. Kr- 4) N Z O N W cc H O H cc — N a 0 LjjO p - - 1 U' V7 N - - Z El Q O J �' W ir gxO N W m ;00L:r. w a � �O UZ J 4 0 J <, IK....: cD cD (0 . _,U O g Q \\\ O N O M CO \\ p U1 - O N 0 T 0 J Ol • £ r 3 Z a W O a CD � NQ' E J \ , %.„ \I CO~ N O m o 3 1612co0 N llruV��ullr \ Q - rite O N IX 5 a A4.O _1" 4 0 m � .. oX aE• NI 3 0 . QFw- lai 3 N r llmJJ K jr..."— F. 1 I PI OIi rn 3 v T L. 4 U U O d cn N M in Ili iJ N M_ N O O N N d 6 �� STRUCTURAL WALL PLAN SHEET A 6 O 52.0 / SCALE: 1/4" = 1'-0" co S2 . 0NI 0 Z 130 0 -_ a A B C D I E F I G H W ROOF FRAMING NOTES o • o >1 0 1. TRUSSES TO BE DESIGNED FOR DRIFTING AND MECHANICAL UNITS. Cl) = • W 1 2. E.O.R. TO REVIEW TRUSS SHOP DRAWINGS. Q V 0 r Q w 3. VERIFY NAILING PATTERNS W/ TRUSS MANUF. WQ 0 J a O c1.y Q U co cV re I— n LL ,,, Wan � O �, 5 M T" ROOF DIAPHRAGM NOTES : o 1 Nnni U © 0 1. ALL SHEATHING TO BE 3/4" T&G SHEATHING, STAGGER JOINTS A4.0 A4.0 ACROSS TRUSSES 2 2. 10d ® 6" O.C. EDGE, 12" O.C. FIELD, UNBLOCKED Z Q J 7-4.-- \ a_ CD S4.1 \ z Q s4a.1 Ce LL / LL 0 0 3IX S U) z 0 us HSS •x6x3/16 COLUM1 BELOW © � i_ 5 1/2" X 15" GLB (RB-'2) 5 1/2" X 18" GLB (FB-1) 5 1/2" X 15 GLB (RB-3) - W/ C;O66 POST CAP o a Z N a w a zo z 0 o' oa nN a � \ Z 5. W O J D_' W O p p C n w m 5 'SIMPSON HCA 'SIMPSON' HCA w a o 5'-nc / 4'-6" / o L U to z D . 4 Cl, g rx W J J CO Q N (D (D co 5 } w O O N OD f- M O C/1 p M^ 1.. NNr O r N CC a I- J u_ C, 00 - TYHCAL ROOF SHEA KING .- z Cr LA10UT • co o W 0 I- M ^ N � E a z Lo I \ S42.11K oz °I c' rig -cts V° aoM(^.° o 2 0 !' N NI 5 a 8X8 POST BELOW 3 0 A4.0 6X12 DF (RB 4), TYP. , S4.1 , >. > w a 3 N � QF- L( 3 N � m / �- RI— 0rn ` 2X6 STUDS 0 12" O.C. T1P. - —1\ ♦♦♦� 8X8 POST BELOW 3 BALLOON FRAME, FULL HEIGHT 6X6 POST BELOW TYP. U.N.O. 3 TO TOP OF PARAPET O O O a coM J Mi inen M_ N O O N N mla 6 �^�J \\ ROOF FRAMING PLAN SHEET A M N 3.0y SCALE: 1/4" = 1'-0" o S 3 . 0 O Z 13 O A B C D E 1 F I G H W Le Z • W P.T. 2x SILL PLATE " V O ! re 1 W/ 5/8" DIA. A.B. ® P.T. 2x SILL PLATE Q 0 0 r• 48" O.C. U.N.O. DO W/ 5/8" DIA. A.B. ® 4'z6"x1/4" HSS LL 0 NOT COUNTERSINK INTOisiCh SILL PLATE 48" O.C. U.N.O. DO W (,� ifil JOISTS NOT COUNTERSINK INTO BLOCKING PER FLOOR JOISTSl' Co lest HANGER PER SILL PLATE JOIST MANUF. PER PLAN a O N JOIST MANUF. �_ 'n amoos 1136 3/4"x12"x1'-0 Q N m a 5/8" DIA. THREADED 2" MIN. NON SHRINK V N < N ~ JrRODWITh6" EMBED GROUT M I d. W la �� JOISTS : LEVELING NUTW O m m ►� iui "a 2 tt') r`oi z (1) #4 CONT. `oi z (1) #4 CONT. . \ lc MElm #4 VERT 0 24" O.C. \ ► 2x4 PONY WALL W/ 1/2" °GI a ° aQ a 0 r 0 V °° • ALT. HOOKS DIA. A.BOLTS ® 48" O.C. I a , 0 co 00 • 00 a •a° a a 4a #4 14 12" O.C. (2) #4 CONT. (2) #4 CONT. \ a E.W. 1, (2) #4 CONT. jr 4 a a 1'-4" 1'-4" 1'-4" \ ii, 4'-3" A, lie 2 Cl)^^ .1 FOUNDATION DETAIL 2 FOUNDATION DETAIL FOUNDATION DETAIL4� FOUNDATION DETAILJS4.0 / 3/4" = 1'-0" S4.0 3/4" = 1'-0" Ca) . 3/4" = 1'-0" S4.� 3/4" = 1'-0" F IL CI J Q Ce T I-- P.T. 2x SILL PLATE • W/ 5/8" DIA. A.B. 0 Lim 48" O.C. U.N.O. DO SLAB AND REINFORCING PER SLAB AND REINFORCING PER NOT COUNTERSINK INTO 1 Ga 444 SLAB AND REINFORCING PER CoEmm 3 PLAN, THICKEN EDGE BLOCKING PER a JOIST MANUF. PLAN, 1HICKEN EDGE SILL PLATE a , PLAN, THICKEN EDGE a a „ oils( I \ 01 I� JOISTS � � JOISTS < \ 4" 4" 4" 4" ill o I .Z a I U7 \ ' 2x4 PONY WALL W/ 1/2" \ I 2x4 PONY WALL W/ 1/2" o_ DIA. A.BOLTS ® 48" O.C . DIA. A.BOLTS ® 48" O.C. o ° 45. QO o0 ° °. •a °.� CC H #4 VERT ® 24" O.C. \ \ •1/4 \ ALT. HOOKS TYP. W/ c.zzv) m 04 4, 1 -8" 1, 4, V-8" 4 I 2'-0" 4, (3) #4 CONT. AT BTM. U Lu so Z o 0 E zo' Co Q _ 0 S p_ O: J O Q ci F 4 /5 FOUNDATION DETAIL 60 FOUNDATION DETAIL S47 FOUNDATION DETAIL J S 4.0 3/4" = 1%0" S4. 3/4" = 1'-0" S4.02 3/4" = 1%0" O t0 c0 O 3O H N N N \ N Q 4-",...\ O O CI 'it CO M y: O r N 0 T O J C, WELDED WIRE FABRIC, 7 6X6-W2.OXW2.0 0N a CONC. SLAB ON METAL DECK F o 0 #4 BAR BEND 4 U 5" TOTAL DEPTH p OVER PANDECK _ PLN3 16 GAGE PANDECK , m Ld2i 'n `O -°'o 4N_ (CONSTRUCTION SHORING VI 1 Q O c i° o a (1) #4 BARS CONT. REQUIRED PER MANUF. o O rii ig 7n1 SPECIFICATION) o aa) 04 N m .. .. ' O 5 � ~ lQi 3 N • 0 04i a: O p 3 1/2" CLR. Pa E i d V Ta 4 r • #4 ® 12" O.C. w a L o 6" CONCRETE SLAB ON a GRADE 7 #3 ® 18" O.C. E.W., #4 ® 18" O.C. N CENTERED IN SLAB eirvz M a 1.1 01 jr ° ° V a a ° a 1E1 I 1E1 I IH I IH I EIII=III=III—III—i -I I I 4 4 1IIIIII=III=III III II,,,II I„III„I #4 0 12” O.C. 6" MIN. COMPACTED ° GRAVEL. a a[ a /6" CONC. SLAB ON SHEET o 6 • GRADE PER PLAN A 0 g SLAB DETAIL g. CONC. WALL AND ROOF DETAIL co _ . '" S4 . 0 \ S4.0 3/4 = 1"-0" S4.0/ 3/4" 1 -0 cio z 0 0 a